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0245 PARKER ROAD - Health
245 Parker Road West Barnstable -- "17 I i i I� �I �I LOCATION ' 5EW6►C4E PERMIT 1J0. IW5-T aLLER 5 U&& AF- ADDRESS f $UILDER 5 Q &VAF— - ADDRF SS l - _- W 7a'7/911 .5 K_ - - DbkTE PERMIT ISSUED -DATE_ CO M P L l&1i CE `;ISS U ED : -``J(/• `'� � "� t�V Imo, I �i Assessor's map and lot number ...l.i 4. a. .............:. �(J Sewage Permit number ...... .....................................,... yoF?NETo�° TOWN OF BARNSTABLE DAUSTOHLE, i 039. BUILDING INSPECTOR �0 MPY a' „ r h APPLICATION FOR PERMIT TO ... �.... ... .......... ...L . ........... ....�. ....... .......... .......... TYPE OF CONSTRUCTION ....jW, 4a-Z;P4..... ,l.P...... .......... .:............................................................................. (3..........19, TO THE INSPECTOR OF BUILDINGS: The undersign h eby ap�Iiesfor. peJr�miitt®a�ccQrding to the following information: Location .... .. !l... ....( ./... 1....1 .:.. ........... ............ .... ..... J J ProposedUse ........................................................................................................ .. .... ZoningDistrict ............................................ ....................Fire District � .�C � ............. .. .. Name of Owner t ... .... . . . . ...............Address .. r. .................. J Name of Builder .........1 1 ' ........Address �I 4 Name of Architect .................................................................Address ..................................................................... ............. o.� r Number of Rooms .. ).. ...........Foundation ..11/.. .................. Exterior . .... ...... Qi 'Yk. ..............................Roofing .. ..... ..... .. . .... .: ... ........................... Floors ........ ........................Interior ...... ...... . . .............. ....... ..................................... Heating .. ... ..�f/,..1...../('!. .. ��`'!•••.PIumb i n 9 ... ..... ......!�.t.. .� f..... J� Fireplace .... ........(..!)..........................................Approximate Cost ," s', .r... .`.......................... Definitive Plan Approved by Planning Board -----------____---------------19_______. Area .......................................... Diagram of Lot and Building with Dimensions Fee ............................................. SUBJECT TO APPROVAL OF BOARD OF HEALTH 0 t�1� moo,-oil I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. Name .................... ` ^ . � No ................. Permit for .................................... . . ' -.----..-----.--^---.---.-.--.-.. � Location .................... . . --..----------.------------.. Owner ------~______,.,_______ ~ - � Type of Construction .......................................... . . . ' . -'~-----''~~^-------------'--''' PlotLot --------- ---..---..---. Permit Gronta& -------------.]9 ` . . Date of Inspection ------------l9 ,- Date Completed -----------.�-lq . -PERMIT 'REFUSED � � '--~-`.-'---..--+_------, lV ^ - -_ -.---.----.-----...---------~- -._--.----.---.---.--.--------- � ^ -_--.--.--_----.-.-.--.-~---.., --.----._-,--.---...----..-...--. Approved .......................................... lA \ ' . -----------------.--.'--.---. � � --'---------------.--.---..~ . , ~ | ' | No_c.r..`7(21...... Fa$../141............. THE COMMONWEALTH OF MASSACHUSETTS BOARD O HE TH d. ... ........OF....... . .............. - , ppliratinn -for Biapaoa[ or Towitrurtion Vrrutft Application is hereby made for a Permit to Construct ( ) or Repair ( ) an Individual Sewage Disposal y � ) yl' — l Sys t 0--!----- - ------ 1� (.,----------------_--- = - ocaE1on• d ress or t o. net A ss ......•--•-........ Installer Address � _ UT e of Building Size Lot..7 ((_7___.A_. . feet Dwelling—No. of Bedroom"s............. -_--.--.:.___Expansion Attic ( ) Garbage Grinder ( ) Other—Type of Building ----------------- ------ No. of persons..------.5--._-_--_----_- Showers Cafeteria ( ) Otherfixtures --- -----•--•--------------------------------•------------•---•----.----•------.----.--------------------------------- w Design Flow............ ----------________________ Mons per person per day. Total daily flow...... Q. ____-___--____-_.__.....g�a 'ons. Septic " ank-L Liquid capacitvf��ailons Length---------------- Width................ lliameter_.. .-..---__ Depth.----I--------- Disposal Trench—No.. .................... Width.- -------- Total Length--_____---_--.-_--. Total leaching area--------------------sq. ft. Seepage Pit No------- Diameter-/ ......... Depth below inlet................ . Total leaching area.--_-----_-.----.sq. it. z Other Distribution box ( ) Dosing tank ( ) D - ��a�`7 y. aPercolation Test Results Performed bY-------- -----------_--------------------------------------------------- Date----------------------------------------. Test Pit No. 1----------------minutes per inch Depth of Test Pit-------------------- Depth to ground water..-._-_---.---..-.----- f14 Test Pit No. 2________________minutes per inch Depth of Test Pit.................... Depth to ground water-..--------------------- ---a' - -- - >n -- - ---- Description of Soil ...,. --- ----- : , f a'f x ----- ------�--- -- -- w ------------------------- ------------------------------------------------------------------------------------------------------------------------- _------------------- �. - 1----------------- U Nature of Repairs or Alterations—Answer when applicable---------------------------------------------------------------------------------------......... -•---------------------•---•---------------------•--------------------------------------•--------•----.--...-•---------------------------------------------------------------------------------------- Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of Article \I of the State Sanitary Code—The undersigned further agrees not to place the system in operation until a Certificate of Compliance has been issued by the board of " alth. igned ! s •... l ----- -------------------------- _.... CJ�i/ Dat� Application Approved BY � - �.3' r� 7'� Date/ Application Disapproved for the following reasons:... •••••-••-••••------------------------------------ -••------------•-- Da t Permit No......................................... Issued-- . .__ `.. Date !l Fizs..IAl ............... i THE COMMONWEALTH OF MASSACHUSETTS f BOARD. i-BE T ... .. -... . . _.., ........O F....... T,•. 't ;���1r�a��un ���r� �i��u�ttl gar '�•��att�#rttr��nn �rrnti� Application is hereby made.for'a Permit to Construct (, ) or Repair ( ) an Individual Sewage Disposal S stn�_* _JtV ;!�A ocati dress or t o. �aF=-.. t -_- • ---•.-••----•------•------•----.• ' W caner `� _ A ss q , Installer Address Ue of Building Size Lot -1-.7...! q. feet Dwelling—No. of Bedrooms------------ ... � _______________Expansion tic ( ) Garbage Grinder ( ) Other—T e of Building .._...... No. of persons. .__._... Showers Y = a .� YP g --------•-=-------- P ------; ) Cafeteria ( ) dOther fixtures ------------------------------------------------------------------------------- -------------------------------------------------------------------- W Design Flow......... _________________________gallons per person per day. Total daily flow...__ Q. ____.____._..ga ons. P4 Septic Tank 1 Ligkiid capacity/LWgallons Length................ Width................ Diameter--- Depth.__------. xDisposal Trench,:No..................... Width.___..____t._______. Total Length-------------------- Total leaching area........__..._._._.sq. ft. Seepage Pit No......2r_____ Diameter.=d�----_- Depth below inlet.................. taI leachin area--__.-.---__.__.__sq. it. Z Other Distribution box ( ) Dosing tank ( ) a h` . 7..z.�/7/• Percolation Test Results Performed bY------- ----------------------------•------•----------------•------------ Date r-1 Test Pit No. 1................minutes per inch Depth of Test Pit_--_-_____________- Depth to ground water------------------------ t14 Test Pit No. 2................minutes per inch Depth of :Test Pit::.................. Depth to ground water........................ -. --------- ---- -- ----------- ---- y 0. D Description of Soil �... F W ------------ ------------------------------------------•-----------------------------•--------------------------------------------------•-•------ ---- U Nature of Repairs or Alterations—Answer when applicable------------------------------------------------------------------------------------------------ ---------------------------------------------------------------------------------------------------------------------------------------------------------------------------.---------------------------- Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of Article XI of the State Sanitary Code— The undersigned further agrees not to place the system in operation until a Certificate of Compliance has bee issued by the board o ealth. igned. ....................................... /( Da e 11 Application Approved BY--- --- ---------- ........ ---- t' .�► �� >D t�. Application Disapproved for the following reasons-------------------•---•-------------=-----:_------••--•----•-•---..........--------::----......-------------••-- --------•---•----------------•----•----------•------•------------------•-----------•-•-••--------------...----------•--------•---------------------•----•----•-------------------•----------------------- ,�,�.�•� Date ��,� ` Permit No.......................................... s............ `' ,. Issued........................................................ Date t THE COM`w16j4N1/EALTH OF MA# 5 G U l i B 6-,A-, R-D O I+E?�A ' .A `" w .. .:..... 6F.. .. Trrttftr., >f W�nM;11i tnrp H IS �-f CE IF lat the I;ndlvidual wage Disposal System co structed (` ) or Repaired ( ) byI --•-- -------------------•------------ or Iler -----.....- •--•-••--------•------- has been installed in accordance with the provisions of Article X`I o State Sanitary Co e as described in the i application for Disposal Works Construction Permit No.-__ ------------------ dated-+. THE ISSUANCE OF-THIS CERTIFICATE•,'SHALL NOT BE E CONST UED AS GUARANTEE THAT THE SYSTEM WILL FUNCTION SATISFACTORY. 4 DATE------ ', Inspector f THE COMMONWEALTH OF MASSACHUSET`r5 BOARD O <,-- HEALT } fNo` l� :...0 ....._.. ..OF......... ..... .:--- ..... ......... --- FEEL ''"....✓ ! _ ........... Bil-xi:Vu at Irks n_15 f rruti# f �2 1L . Permis io h eb ranted..... i to Cons u R air ( an Individu ewage. isposalat e r -^.....` ......+a. treet 1 . :>. '� as shown on the application for Disposal Works Construction e it N Dated ._--13 7 Boa - AT)'-- // _ J/ y f Health t Board o ---•••-•-•---------- --------------------------- FORM 1255 HOBSS'& WARREN. INC.. PUBLISHERS - w PETER A. SUNDELIN �-- ATTORNEY-AT-LAW 1✓� 999 MAIN STREET, P.O. BOX 771,WEST BARNSTABLE, MASSACHUSETTS 02668 PHONE:(508)362-6873 FAX:(508)362-5438 E-MAIL:SUNDELIN@ CAPECOD.NET December 7, 2004 Mr. Tom McKeon E r` Barnstable Board of Health 200 Main Street -� Hyannis, MA 02601 1 C? RE: Assessor's Map 176, Lot 18 = -1 Dear Mr. McKeon: C_3 Please be advised that I represent Mr. James A. Jenkins. Mr. Jenkins is a cranberry farmer and a direct abutter, to the south, of the land shown on Assessor's Map 176, Parcel 18. The Board of Health will, in the not too distant future, be getting an application for a permit to construct a subsurface sewage disposal system on this parcel which'is owned by Mrs. Nancy Johnson. The proposed system is shown on the enclosed site plan entitled "Proposed Septic Design for Nancy Johnson", which is most recently dated January 22, 2004. This plan is currently on file with the Conservation Commission. As may be observed, the site is comprised largely of wetlands. At present, the wetlands issues pertaining to the site are in litigation in Barnstable Superior Court (Case Number 2003-504) and in the DEP Division of Administrative Law Appeals (Docket Number DEP 04-893, DEP File Number SE 3 - 4104). One of the Special Conditions of Approval set forth in the Conservation Commission's Order of Conditions is as follows: 1 "I S. This approval is contingent upon the approval by the Board of Health of the subsurface sewage disposal system. To the best of my knowledge,no effort has yet been made to secure the approval . of the Board of Health in this matter. Mr. Jenkins has serious reservations about the proposed subsurface sewage disposal system. I would like to take this opportunity to bring those reservations to your attention. I would respectfully request that you take Mr. Jenkins' concerns into consideration when making your decision as to whether or not the proposed system can be approved. The site plan indicates that the bottom of the Soil Absorption System ("SAS") will be at elevation 99.25 (upper left of plan). Note 10 on this site plan indicates that"All unsuitable material shall be removed from under, and for a minimum of five feet from around the soil absorption system and to be replaced with sand as specified in 31.0 CMR 15.255 The Jenkins cranberry bog to the south is shown on the site plan to be at elevation 99.2. In accordance with ordinary and customary agricultural practices, Mr. Jenkins floods these bogs in the fall in order to harvest the cranberries. He also floods these bogs in winter to protect the cranberry plants from the cold. These cranberry bogs are customarily flooded for several months of the year to an elevation higher than the bottom of the SAS. Please note the following technical points about the septic system design plans. These plans (revision date of January 22, 2004) show the system location to be surrounded by wetlands. These wetlands have been identified by Mrs. Johnson's This condition# 15 was also included by reference in the Superceding Order of Conditions issued by the DEP. t 2 wetlands consultant, and have been confirmed by the Conservation Commission staff and the DEP staff on the bases both of vegetation and of hydric soils.' These wetlands contain standing water in the winter and spring. The extent and elevation of water in the wetland to the northwest has been mapped at±101.9' based on the plans datum. The wetland vegetation here extends as high as elevation 103.2' at the point closest to the SAS, which point is approximately 103.5' laterally down gradient from the SAS. The wetland to the northeast of the SAS has wetland vegetation (and hydric soils) as high as elevation 105.8' and at 105.4'. Here, the lateral offset to the SAS is just 104'. There is also a small unregulated-isolated wetland immediately south of (and up-gradient from) the SAS. It's vegetation is as high as 105.9', and is located laterally about 14' from the SAS and about 3' from the reserve area. A wetland plant community generally develops where the site conditions involve damp to waterlogged soils in the root zone of the plants for much or all of the growing season. Where there are grassy or herbaceous wetlands plants with a short root mat, water could be expected to be within 3"-6" of the surface during the growing season. For a shrub-dominant wetland, water should be between 12"-24" of the surface during the growing season. For a woody wetland, such as the subject site, one would expect ground water to be between 24"-36" from the surface during the growing season. Ground water would be higher in any of these systems in the winter and early spring, after significant snowmelt or after a rainstorm. Soils in the wetland systems at the site show classic evidence of water standing near the surface: high organic load, low chroma matrix, and mottling. Based on this evidence, ground water at the site should be anticipated to average elevation 100', at least seasonally. Even if the wetlands surrounding the SAS are 'It should be noted that Mr.Jenkins' wetlands expert consultant believes that the wetlands mapping is not yet entirely complete. 3 I "perched", water leaking out the sides clearly can impact the functioning of a nearby SAS. The hydraulics of this area are further complicated by the off-site cranberry bogs. As I have indicated, these are working bogs which are wet picked in the fall and flooded in the winter. The nearest bog segment is located±143' south of the SAS reserve area and ±155' south of the SAS primary leaching area. This bog surface is at elevation 99.2' (based on the plan datum). When the bog is flooded the surface water elevation is, of course, higher than the 99.2' surface elevation of the bog. The surface elevation of the bog is essentially the same as the elevation of the bottom of the proposed SAS: 99.25'. Further, the bog flooding has significant impacts over a considerable area. The small bog nearest the proposed SAS is one acre. There is a larger bog is immediately adjacent to that one, separated from it only by a.narrow causeway.The larger bog is more than 10 acres in area. The surface of the 10-acre bog is some 12"higher than that of the one-acre bog. Accordingly, there are eleven acres immediately adjacent to the proposed SAS which are routinely flooded to an elevation greater than 99' or 100'. A copy of the plan recorded in the Barnstable County Registry of Deeds in Plan Book 321 at Page 89 is attached, showing these geographical relationships. I have marked the approximate site of the proposed SAS. These two bogs are, in turn, part of a 40-plus acre system of nearby ponds, working bogs and abandoned bogs. It is significant that the town's ground water contour map shows a relatively flat gradient to the south side of Parker Road at the site and around the Jenkins bogs, yet shows a relatively steep gradient from the road to the north-northwest. The USGS map shows surface grades in the area at 40'. 3 The Town ground water map shows the regional water table at 30' to 35'. One could infer from this that the adjacent bog is very close to the regional ground water table. 3 The plan datum uses an arbitrary 100' benchmark. The plan does not reflect how that 100' arbitrary benchmark corresponds to the USGS surface elevations based on mean sea level. 4 With a shallow (10' or less) regional groundwater table, the data provided on the plan pose a strange conflict between the percolation test data, the wetland and surface water information and record data generated by the Town and USGS. This is the type of site where it may be more appropriate, especially in light of the nearby bog-related surface water elevation manipulations, to require the site topography to be converted to National Geodetic Vertical Datum and to determine high ground water on the basis of observation as well as data. Since the site will require an on-site well, perhaps the drinking water test well could be part of the observation data, so as to make the procedure more efficient. It is difficult to imagine that the proposed soil absorption system as designed will function correctly in this poorly chosen site. It is all too easy, however, for Mr. Jenkins to imagine the occupants of the proposed five-bedroom house complaining "Our toilet won't flush when your cranberry bog is flooded. You'll have to stop doing that, and you better stop it right now." I would appreciate the opportunity to come in and discuss this with you further, at your convenience. Thank you for your attention. Sincerely, Peter A. Sundelin cc: Mr. and Mrs. James Jenkins r 5 I ---' - — (Variable Width Pabli ROAD N Bz•�53'-31-ra c Way 1 N B,•. -— �!. y SB 69•.7D' 225 ' Rom,"a "'•y 13715' -1 w..•• zz rRF a 0s•',r?'eewtf>.s' III f�Iy J'( •' w����...• A.�e..vaeu a nl.ucv L.�e.,.,.4u _�����`. S • Q,aa• �,� (( ° I I � A�J D�� I Ma"a .k•) N 5B•-¢0.35"E 92•-25'-23-F G7G.38' �y.• .1.'00 4D N 16•-36'-IB"E // '� yaari FOR REGISTRY USE ONLY � 37.96` N27•-02'51-E Boo 45'�; 9/ \ fie.~aEper Nd•03'_20"w 1'0 y. V ery uz6-ov-orw ` /3.4/ AC.t Up i 4644 //.29 Ac.t Bag_ N 36•-27'.27'w 1 S �o� 216/240e C c.•,acee / \ 532' _E I CERTIFY THAT THIS PLAN HAS BEEN PRE- �._ PARED IN CONFORMANCE WITH THE RULES S IeQ-IB'<9•E AND REGULATIONS OF THE REGISTERS OF F >ge DEEDS. / t 4 Crn 2 9,/9 1B c REc 5G9/337 tk 174%4 s>�• �,e1/ f 3� � l ,��,• _f carHfy flof tn:'plon an>e^M¢P;op¢rty 1'nw>fhot ors l rM I' 3 lions d a .af.nq ewna snips.and tHa lino of>1,sa1♦oA.r k / `/ I V <Inev fe of�ebl:c e�pr'tl to atrantax weya ormdy a>febliahad-ecbl ^ •1 y r <s fe of y r n.p r fe.n T H _ i O .ede bla I•n ' N62•.:00•"OI"'W �...�� �V �J V"al•f A, ' 'I Re qca m�M 3�..s yor 1 Tn,s sr.•f: n�f G.L,a pe.1.81 A. 2 ��� > fo fb¢ pr4�•s:en>oT G.t.41 S<c.Bl X. cr PLAN OF LAND sl SURVEYED FOR T ,III 0 p b \ i7+ ryyri Q 004 ?f R E� "i;' WILJOLES LANDS IB7 73 / /� 4 PARKER ROAD J O IM��•a.•.•.Q $ e 4.I WEST BANSTABLE, MASS. 2�. B cc�/�� l� eo.Se6Qz.`�`>•y11 o•0 4ze q WOODLAND BOG PROPERTY QW� t / 7i' %��/ O••w\'k. Ii +I. - - it (�F+a r' SCALE: I- 100•mQ W.O. 74-462 Q DECEMBER 24,1974 PLAN NO. R303 / ,Y. DRAWN BY O,.mJ?,.. FOLIO NO 911 '•'� ,».. /1 ' O Ipp `•fit ^U WALTER E.ROWLEY B ASSOCIATES,INC. He•wa ec 1- W....onv CIVIL ENGINEERS B SURVEYORS 100 SO 0 100 200 300 ate°".. WEST WAREHAM B FALMOUTH,MASS. SCALE IN FEET SHEET I OF I i V� 103 7 ia { ` 105.t r 104.5 p• P V. ` WOlBtC LIM !lp OFt1H9E t Town of Barnstable . P 193l •Depar`tment of Regulatory Services IARNSTABIA • V /s O E� MAM Public'Health Division Date 1639.�� 200 Main Street,Hyannis MA 02601 w•. Date Scheduled U� Time /:dJ 41- Fee Pd. lod — Soil.Suitability Assessment for Sewage Disposal Performed By: �'�. 9 2 e 1-54 fir"t- Witnessed By: -Da `,*,f "s r4'7 ro" .. { 3 3,,.,�` 3 33 i 3p {'3�3#�.���^ tj �IL'� a� L\,'l J' '�a ,L' 3 `iI ... Y�. y'Vf 3..x RN'I YJ_c,.P,.'P.ilSC MM. '. �(�I'.�_�.R�t��J� .v..A. ..... ._. ' .�..x. ..4..._ v Location Address ^L'r f U^ter / 1 Owner's Name 1 (`t P. We it Q A rn Address Assessor's Map/Parcel: /?6-0/61 Engineer's Name NEW CONSTRUCTION '✓ REPAIR Telephone# 83 t Land Use /Z e s 1 &.7 ! Slopes(%) Surface Stones ^/*a Distances from: Open Water Body ft Possible Wet Area ZO ft Drinking Water Well "' ft Drainage Way ft Property Line Z S ft Other ft SKETCH:(Street name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands in proximity to holes) � ,nrXTL''9.vy , N I �4 N I 0, TH Z .�j3-4 . /3 Parenf mateiiil(geologic) >P1 r+e.+ZS —gins C, Ch a*� Deptlito Bedrock De' to.Groundwater: Standing Water in Hole:. y.Weeping from Pit Face Estimated Seasonal High Groundwater A-OHN } k�%'tC . ItSb � AT�» HwAR ."1� ..'.r.. .._3 ...u...A» .v dr JJ?n..�4 '.ySali.t�......,,4_.1'sC,+,A.v:J NMI iV Method Used: Depth Observed standing in obs.hole: t 1 in. Depth to soil mottles: in. Depth to weeping from side of obs.hole: _ in. Groundwater Adjustment Index Well#SD w Reading Date:Sep C e Idex Well level 7�9 Adj.factor Adj.Groundwater Level_ as2 ,F 5 9£ �.'1 S ff 'T 33!'3+i�f!i it2d 3s P3�: r r4 u r S n'a \.:.Q �' � 47` f#�'vc• FM+dtC` r:_ .n -::! . .K' 1�,43.3.ts_'�c i.m..V.3e.�•,.'�t�; 3„a� F..}... uNt. u' Observation Hole# ; Time at 9" Depth.of Perc , Time'at 6" , • Y Start Pre-soak Time® 1 ' Time(9"-6") End Pre-soak ` Rate Min./Inch G Z, '�' 17` "'/.3 '"w /7 Site Suitability Assessment: Site Passed Site Failed: Additional Testing Needed(Y/N) Original: Public Health Division Observation Hole Data To Be Completed•.on Back--------- Q:HEALTH/WP/PERCFORM r jr II , jJR`^riA n � 1J�L:J$ i k 3k Y ,�1 . ..> .:.::. 1 1,.I r.: ..,..«,?.5!'�:: „r;�3•n::ur�.:.§._�':",. 5 ..'!: _r i�it, A I I� :r: .:....,.. li Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) '(USDA) (Munsell) Mottling Structure,Stones,Boulders. p Consistenc %Gravel O• t.r A Sl o 4 L va rot 2. � 4 APTC � � a Mt To EEO Depth from Soil Horizon Soil Texture Soil Co!c. Soil Other Surface(in.) (USDA)N (Munsell) Mottling Structure,Stones,Boulders. —.- [Consistency,%Gravel C a — R• Z ad*&%% J S 0'ro fet 'a sr/ t OF c, << t yz •� Za r! 60 S 44� • gulp � 1:Y yFLJ� JL X �� '_, [Structure, Deth from Soil Horizon Soil Texture Soil Color Soil Other Surface(m.) ' (USDA) (Munsell) Mottling Stones,Boulders. .;. • Consistency,%Gravel 1 i e . OWN Iti:,l. .y , �„"�t1,..0 LA ru..:19,,, 4n,.��,afa ,...L:t_ 7:Y,m.u.,a, .,A4+-� ._ ,:,,I n.. + '��l ..�-ter.—•s—, "-�, -. Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling Structure,Stones,Boulders. iconsistency.%Gravel Flood 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 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? ' �3 If not,what is the depth of naturally occurring pervious material? Certification , ' I certify that on tiv.r 9' (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 7 - ,` Q:HEALTH/WP/PERCF Town of Barnstable P# Department of Health,Safety,and Environmental Services DC^ oFT Public Health Division Date G* 367 Main Street,Hyannis MA 02601 • �/ enrwsrABM S. 1 tia+" Date Scheduled l/i Time ' ' Fee Pd. Soil Suitability Assessment for Sewage-Disposal, Performed By: G 1 Witnessed By: ./ >'=; o✓q.�cQ/ LOCATION &GENERAL:MFORMA 'IQI� ...... .. ......: � � � Location Address Owner's Name /J4 ti c.y�o n.3.0" Address �,V4��rs M oZG Oj � r r Assessor's Map/Parcel: Engineer's Name C NEW CONSTRUCTION x REPAIR Telephone# S`-o$ .391D 83// Land Use Slopes'(%) l7� Surface Stones, Distances from: Open Vater Body 1.6 V 1' ft `Possible Wet Area /'Z--!1 ft Drinking Water Well 1 ft t Drainage Way tVnj ft Property Line ft Other ft SKETCH:(Street name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands in proximity to holes) C/ate PAR��'� 1k;—' o'�1-2> ti M I Ic. 7'H / 2 NJ fib I � II II � I •�� of 3'�./3 ` , . Parent material(geologic) PIYy out4 — ` L` t b u� Depth to Bedrock l f Depth to Groundwater: Standing Water in Hole: A�114— Weeping from Pit Face �117' Estimated Seasonal High Groundwater N��7 bETERMNATIO T R SEASONAL,H[ HWAT R Method Used. Depth Observed standing in obs.hole: in. Depth to soil mottles:: in. Depth to weeping from side of obs.hole: in. Groundwater Adjustment ft. Index Well# ___- .Reading Date:____-____ Index Well level-. Adi.factor Adj.Groundwater Level I'ERCQ ,ATIQN TEST Ttate I>� A T�rae /v`n�+ Observation Hole# 3 flr ¢ Z¢y�Is Time at9" I I Depth of Perc Time at 6" Start Pre-soak Time @ Time(9"-6") End Pre-soak f Rate Min./Inch Site Suitability Assessment: Site Passed Site Failed: Additional Testirg Needed(Y/N) Original: Public Health Division Observation Hole Data To Be Completed on Back j Copy: Applicant - I ......... BEEP OBSERVATI.. ............ ON HULE.LOG Hole;# .. . .. _ Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes. onsistenc %Gravel Lc ad.r 2 Z, �./u tin a v 1 Xe-S r, cam.•.•, y '? . rr DEEP OBERVA�TION HOLE LOG Hole# 2; Depth from Soif Horizon Soil Texture Soil Color Soil Other Surface(in.) �. (USDA) (Munsell) Mottling` .(Structure,Stones,Boulderes. C n istenc %Gravel) i A S a � r a YR� 'Z ,Vo v;'L 'S V 0 t--4/C jZ4�u� C Sri C 2,5 3 y�s vr) sir, t4•b/� i DEE ...............................V tflBSERYATION HOLE LOG Depth from Soil Horizon Soil Texture Soil Color Soil Other,, Surface(in.) :. (USDA) •(Munsell) �': Mottling (Structure,Stones,Boulderes: Consistency,%Gravel ca.+ / 6"Z 4 0 c 4so' e 2.d-,Y DEEP OBSERVATION HALE LOG Hole 7# Depth from Soil Horizon Soil Texture Soil Color Soil` Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes. Consistenc %Gravel 1 Z.l S a:nn Goat c 2$Y . -- Fkaod ino.,rnnee 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 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? j'e—_s If not,what is the depth.of naturally occurring pervious material? Certification I certify that on v 9 ¢ (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 Page: 1 ~- R . CERTIFICATE OF ANALYSIS <_ Barnstable County Health Laboratory ... Report Dated: 02/26/2001 Report Prepared For: Order Number: G0109078 Ronald Beaty Jr. P O Box 923 West Barnstable, MA 02668 . Laboratory ED#: 0109078-01 Description: Water Sample#: 09078 Sampling Location: 245 Parker Rd West Barnstable MA Collected: 02/20/2001 Collected by: R Beaty Jr. Stream Received: 02/20/2001 Test Parameters ITEM RESULT UNITS MDL MCL Method# Tested LAB: IC Lab Nitrates <0.1 mg/L 0.1 10 EPA 300.0 02/23/2001 LAB: Microbiology E. Coli 0 CFU/100 mL 0 235 MF 02/20/2001 Approved By: �M (Lab Director) Z 1274noi RECEIVED MAR-1 5 2001 TOWN OF BARNSTABLE HEALTH DEPT. ...._. :. Superior Court House, PO.Box 427, Barnstable, MA 02630 Ph: 508-375-6605 s BARNSTABd.E FIRE NT 2160 MEETINGHOUSE WAY P.O. BOX 456 WEST BARNSTABLE. MA 02668 JOHN P. JEMaNS Chief of Department EMERGENCY: 362-SlS1 BUSINESS: 302.3241 FAX: 362.3241 r October 30, 1996 �ler►oy,,Johllson,�Trustee s Jvnnte M. Wentxel, TR. P 0 Box 342"` '� �5��!;Hyanrns,Ma, 02601 The West Barnstable Fire Department inspected the property owned by you at 45 Parker Rd.,West Barnstable following a complaint from your tenant forwarded to us by the Town f Barnstable Department of Health. Upon our inspection on 10/30/95 at 12:15 pm we found several safety problerm with the oil burner and the oil storage tank. --Entire appliance rusted to point of falling apart. --No compliant fire protection -527 CMR 4.04.5(f)1 -It appears that the unit has been leaking fuel for some time. -There Is some question as to the adequacy of the vsntliatlon In the burner roo -No EMERGENCY SHUT-OFF in down stairs apartment -No cap an oil tank vent pipe-527 CMR 4.03.9(c) The down stairs apartment also lacks adequate smoke detectors and the house s riot property marked at the road. I am also concerned because the Fire Dept was not aware than there were any m J111148mily dwellings in this area. Lack of this information would greatly hamper any rescue efforts should th i need arise. You are hereby ordered to bring your oil burning system to compliance with the t standard(527 CMR 4)and furnish the entire house with a property functioning smoke detectio i system within 72 hours of receipt of this letter. In the mean time the oil storage tank at the property has I sen looked out and will remain so until the system passes inspection. Christopher R. Standish Lieutenant Fro Prevention Officer cc: Ralph Crosson, Barnstable Building Dept. cc:Thomas McKean, Barnstable Dept.of Health r I r , TOWN OF BARNSTABLE RDPORT SUPPLEMENTARY/OONTINUATI NAME (LAST, FIRST, MIDDLE) DIVISION /DEPT R NOTE DETAILS i O SERVATIONS-ITEMIZE EVIDENCE, SERIAL /S ETC. 1 ( -- 120 �► w�-R T � i AEU 0 - pt� O 2 70 S--r-1 f co _ ' RIT — < < Re r .p e ?" L Pry SUBMITTED BY // PAGE t !�- BARNSTABLE PAGE 7 1 995 } L i �95 ti \ ¢ j Law�L * tgv 7 3 P .. R S ti •osr L � OPgtE V" sr r W� �W IMy ° Ernr aD 3 � W 2 } x 1r CHUACH PO y < 3 1 p S e^r/ 2P° sr PAPOO A�`te g` a �3a y9 McL+pRMI(, l79 yb0 y' NO DR to Y/7 BppOD'� v01 90 .. a°�av GgRR6t�5 0 - PINE Sr a �p ark q .�y`M1� PORD: 153 �l 11r 291 BtO015 j y. S �ti 59Rt1L�- po rnocO aD two Ri 9^Np. Po2 ii9 F W ba n �o-y Ro 3e4 h �F I �1Q0`ID' svauc( ND Nogr4 ao °c A DR K r'Ppr. I �c9 Q -e1ep"b 19 ti 21 a M� ifnRY�POaGP S a PAP 'rAAGE C I MiNro^l q�fds YARD :o �P P`��ON LR 194rydERo q 1a7 V u WA p Q BOb .7Rr O P P1Iwt HRNE }s 1OE 1IptP� HOLDER LA v Ral RD R° 0 CA ✓ Pv QO 31 151 A� D 17q Q i �IV Zly ;p 0. op p O a 1Sl W sir `i eA�ay v ry�AP- Sir ARA 'C tHR(E 4 OP �D A. CoN N rti 41 01r �o ° 193 14 i 2w1 To RaiE /l6 Lq ib 1310 11L6 i0 t/1 s o N(�D LA ti N a Y b 8 I OLD Sr a �P`t`I HIICH/ d\ 0 Q9 P \ �•,� \P� �O I IJ 'Qp �57 LA ° �J 3M r7 y�' Ct' 1 2� S �13 a , OUTP r a` P y^ (et 5°o`�3 lly l ,k •°fj"�r°�� The Town of Barnstable i DAwsTAn i Department of Health, Safety and Environmental ServicesMUL ' o 9�,� Public Health Division 367 Main Street,Hyannis,MA 02601 Office 508-790-6265 Thomas A.McKean FAX 508-775-3344 Director of Public Health October 29, 1996 Nancy Johnson, Trustee Jennie M. Wentzel, TR. P.O. Box 342 Hyannis, MA 02601 NOTICE TO ABATE VIOLATIONS OF 105 CMR 410.00, STATE SANITARY CODE II MINIMUM STANDARDS OF FITNESS FOR HUMAN HABITATION AND THE TOWN OF BARNSTABLE RENTAL ORDINANCE, ARTICLE 51 The property owned by you located at 245 Parker Road, West Barnstable was inspected on October 29, 1996 by Jerome Dunning, Health Inspector for the Town of Barnstable because of a complaint. The following violations of the Town of Barnstable Rental Ordinance Article 51 and the Sanitary Code H were observed: 410.200: The oil fired furnace was not functioning, the tenant was using a space heater and oven for heating. 410.482: The smoke detectors were not functioning. You are directed to correct the violations of 410.200 and 410.482 within twenty-four (24) hours of receipt of this notice. You may request a hearing if written petition requesting same is received by the Board of Health within seven (7) days after the date order is received. However, this violation must be corrected regardless of any request for a hearing. Please be advised that failure to comply with an order could result in a fine of not more than $500. Each separate day's failure to comply with an order shall constitute a separate violation. You are also subject to non criminal citations of$40.00 for the first violation and $15.00 for each additional violation. Tickets will be issued daily until the violations are corrected. PER ORDER OF THE BOARD OF HEALTH Thomas A. McKean Director of Public Health cc: Gloria Urenas cc: John Jenkins, W. Barnstable Fire Dept. M P t� �-t �- tV4? t� U►-icy. a �.G�o NOTICE TO ABATE VIOLATIONS OF 105 CMR 410,00, STATE SANITARY CODE 11, MINIMUM STANDARDS OF FITNESS FOR HUMAN_HABITATION AND THE TOWN OF BARNSTABLE RENTAL ORDINANCE,ARTICLE 51 The property owned by you located at XVy5- 1 11� "'t" 0 was inspected on j6,- ,9)99�bya,,,,, G Health Agent for the Town of Barnstable because of a complaint. The following violations of the Town of Barnstable Rental Ordinance Article 51 and the Sanitary Code 11 were observed: 30 ark . z e- `" �� _ L -% . y 4rc.�� You are directed to correct the violation of,.,,, y g within 24 hours of receipt of this notice by You Are also directed to correct the remaining Above listed violations within seven (7) days of receipt of this notice. You may request a hearing if written petition requesting same is received by the Board of I lealth within seven (7) days after the date order is received. However, these violations must be corrected regardless of any request for a hearing. Please be advised that failure to comply with an order could result in a fine of not more than $500. Each separate (lay's failure to comply with an order shall constitute a separate violation. You are also subject to non criminal citations of$40.00 for the first violation and V 5.00 for each additional violation. Tickets will be issued daily until the violations are corrected. Enclosed are citation numbers due to violations observed on PER ORDER OF THE BOARD OF HEALTH Thomas A. McKean Director of Public Health Town of Barnstable FORM3o HOBBs&WARREN,INC. THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH CITY/TOWN a r_ DEPARTMENT I 4/ ADDRESS' TELEPHONE Ada ress ^ �(c_ _, ri nr'S /-fv C 'i�y0ccupant Floor Apartment No. No.of Occupants No.of Habitable Rooms No.Sleeping Rooms No.dwelling or rooming units No.Stories Name and address of owner /jrl (".1'e-Cw ReafCi."-I 1 �h� ,�C/P, ��1��t°l'!1!�C� Remarks Reg. Vlo. YARD Out Bld s.: Fences: Garbage and Rubbish Containers: Drainage Infestation Rats or other: STRUCTURE EXT. Steps,Stairs, Porches: Dual Egress:and Obst'n.: �Sa ❑ B ❑ F ❑ M Doors,Windows: r_��# r +�Gc �•��Irw dbv<� -h,) / - rC�i��, Roof Gutters, Drains: ; 5'0/ Walls: Foundation: Chimney: BASEMENT Gen.Sanitation: Dampness: Stairs: Lighting: STRUCTURE INT. Hall,Stairway: Obst'n.: Hall, Floor,Wall,Ceiling: Hall Lighting: Hall Windows: HEATING Chimneys: Central ❑Y ❑ N Equip. Repair TYPE: Stacks, Flues,Vents: PLUMBING: Supply Line: ❑ MS ❑ ST ❑ P Waste Line: H.W.Tanks Safety and Vent(s) ELECTRICAL Panels, Meters,Cir.: ❑ 110 ❑ 220 Fusing,Grnd.: AMP: Gen.Cond. Distrib. Box: Gen. Basement Wirin : DWELLING UNIT Ventil. L to . Outlets Walls Ceils. Wind. Doors Floors Locks Kitchen Gr,& ?;,rjV "r.hlA_C4 111 Ntr 2S�nS X Bathroom x t ry t/ I V 6 r'1t rr G D �o Pantry Den , Living Room P t<10 +*tiiw c,l4 f£r nc:�e �I ve/1"w G Bedroom 1 Bedroom 2 Bedroom 3 If V711,a ,Ma N � Bedroom 4) m i t. I e� .4A e P'r 41 46 c U,t, Hot Water Facil. Sup.Ten.',Gas, Oil, Efect.: ` Stacks, Flues,Vents,Safeties: Kitchen Facilities Sink Stove Bathing,Toilet Facil. Vent., Plumb.,Sanit'n.: Wash Basin,Shower or Tub: Infestation Rats, Mice,Roaches or Other: Egress Dual and Obst'n: General Building Posted —Locks-on-Doors.— ONE, OR MORE OF THE VIOLATIONS CHECKED ABOVE IS A CONDITION WHICH MAY MATERIALLY IMPAIR THE HEALTH OR SAFETY AND WELL—BEING OF THE OCCUPANT AS DETERMINED BY 105CMR 410.750 OF THE CODE OR THE AUTHORIZED INSPECTOR.(See Over) "THIS INSPECTION REPORT IS SIGNED AND CERTIFIED UNDER THE PAINS AND PENALTIES OF PERJURY." �+ n �j `f INSPECTOR l_, �` C-V1 �TITLE /k6 DATE ( lU A.M. TIME � r�P.M.� A.M. THE NEXT SCHEDULED REINSPECTION P.M. L— , 410.750: Conditions Deemed to Endanger or Impair Health or Safety The following conditions, when found to exist in residential premises, shall be deemed conditions which may endanger or impair the health, or safety and well-being of a person or persons occupying the premises. This listing is composed of these items which are deemed to always have the potential to endanger or materially impair the health or safety, and well-being of the occupants or the public. Because Chapter II, 105 CMR 410.000 through 410.499 state minimum requirements of fitness for human habitation, any violation has the potential to fall within this category in any given situation but may not do so in every case and therefore cannot be included in this listing. Failure to include shall in no way be construed as.a determination that other , violations may not be found to'fallJwi_thin this category. Nor shall failure' to include affect the duty of the local health official to order repair or correction of the violation(s) pursuant` to 410 CMR 410.830 through 4 W.: 33 nor shall it affect the legal obligation of the person to whom the order is _ issued to comply with such order. p (A) Failure to provide a supply of water sufficient in quantity, pressure and temperature, both'hot and cold, to'•meet the ordinary needs of `the occupant - -ia accordance with 105 CMR 410.180 and 410.190 for a period of 24 hours or longer. _ - (B) Failure to provide heat as-required by 105 CMR 410.201 or improper' - -venting or use of a space.heater or water heater as prohibited by 105 CMR 410.200(B)_ and 410.202. (C) ~Shut-off and/or failure to restore electricity or gas. (D). . Failure to supply the -electrical- facilities required bq. 105 CMR 410.250(B), 410.251(A), 410.253(A), 410.253(B)'and the -lighting in common area required by-105 CMR 410.254. - (1) Failure to- provide a safe supply of water. - _ (F) Failure to-provide a toilet and maintain a sewage system in operable _ eondition as required by 105 CMR 410.150(A)(1) and 410.300. , (G) Failure to provide adequate exits, or the obstruction of any exit, passageway or common area caused by an object, including garbage or trash, which prevents egress in case of an emergency 105 CMR 410.450 and 410.451. (H) Failure to comply with the security requirements of 105 CMR 41-0.480(D). .-(0*._ Failure to comply with any provisions of 105 CMR 410.600 through 410.6.02 - ; rbich.results in any accumulation of garbage, rubbish, filth or other causes t 'of. sickness which may provide a food source or harborage for rodents, insects ' -,or other pests or otherwise contribute to accidents or to the creation or spread of disease. (J) The-presence of lead-based paint on a dwelling or dwelling unit in ..violation of the Massachusetts Department of Public Health Regualtions for - - Lead Poisoning Prevention and Control 105 CMR 460:000. ;(H) Roof, foundation,•' or .other structural defects that may- expose-the _occupant or anyone else to fire, burns, shock, accident or other danger,s_or ipatnt to health -,or dafety. 04 Failuie' 'to install electrical, plumbing, heating and gas-burning facilities in accordance with accepted plumbing; heating, gas-fitting and electrical wiring standards or failure to maintain such facilities as - are'required by 105 CMR 410.351 and 410.352 so as to expose the occupant --- -or anyone else to fire, burns,- shock, accident or other danger or impairment "Y - _`to:health or. safety. ( Any.of the following conditions which remain uncorrected for a period of five or more days following. the notice to or knowledge of the owner of said condition or conditions: lack of a kitchen sink of sufficient size and capacity for 1 washing dishes and kitchen utensils or lack 'of a -stove and oven or any defect that renders either operable. (2) failure to provide a washbasin and a shower or bathtub as'required --- in-105-CMR 410:150(A)(2) and 410.150(A)(3) and any deffect which renders them inoperable. (3) any defect in the electrical, plumbing, or heating system which makes such system or any part thereof in violation of generally accepted plumbing heating,, gas-fitting, or electrical wiring.standards that do notcreate an immediate hazard. JO_ failure to maintain a safe handrail or .protective railing for every stairway, porch balcony; roof or similar place as required by 105 CMR 410.503(A) and 410.503(B). (5) failure to -eliminate rodents, cockroaches, insect infestations and other pests-as required by 105-CMR 410.550. (N) Amy other violation of Chapter II not enumerated in 105 CMR 410.750(A) -through (M) shall be deemed to be a condition which may endanger or materially Im"tr the health or safety and well-being of an occupant upon the failure of the owner to remedy said condition within. the time so ordered by the board of health.. r • 441-zvl SENDER: v ■Complete items 1 and/or 2 for additional services. I also wish to receive the rn ■Complete items 3,4a,and 4b. following services(for an y ■Print your name.and-address on the reverse of this form so that we can return this extra fee): card to you. ai ■Attach this form to the front of the mail piece,or on the back if ace does not � a P p 1. ❑ Addressee's Address 0 permit. m ■Write°Return Receipt Requested'on the mailpiece below the article number. 2. ❑ Restricted Delivery fn ■The Return Receipt will show to whom the article was delivered and the date C C delivered. Consult postmaster for fee. 0 •0 3.Article Addressed to: 4a.Article Number w E 4b:Service Type «' 0 gegist red ® Certified rn W �Expr', Mail ❑ Insured S Retum Receipt for Merchandise ❑ COD $ -patelof[Yelivery M 5.Received By: (Print Name) +��g_YAddressee's Address(Only if requested J� and fee is paid) t g 6.Signature:(Addressee or Agent) T X PS Form 381 f;Decer;er 19VAI i 1 I Domestic Return Receipt First-Class Mail UNITED STATES POSTAL SERVICE Postage&Fees Paid USPS Permit No.G-10 • Print your name, address, and ZIP Code in this box • Board of Health Town of Barnstable P.O. Box 534 Hyannis, Massachusetts 02601 x ' I - 1 I I l� BENCHMARK ► MINiM,�M I K:,Id . I_, �hn SOIL TEST TOP OF FOUNDATION _..._...- . .....-.__-_. ._- 10 F1. MINIMUM FRUM SLAU OR GRAW SPACL }O FT. MINIMUM -CLEAN SAND Lk iE OF SOIL TEST I SOIL TEST GONE BY 100.0 __-_.-... WITNESSED BY _Q©Y1Q �TdCIIQNZ�B.Q,H._ ELEV. ._..._ (ASSUMED) CON-RE tE 7 OBSERVATION HOLE i ELEV.= 12125 _ covERs - - � LOAM AND SEED OBSERVA I I©N HOLE 1 ELEV=_�o3.e_ W 4 SCHEUULE 40 PVC PIPE PERCOLATION RATE �5 .3 _ MIN./INCH AT 1.��Q4_ INCHES PERCOLATION RATE 5__Z_,_. MIN./INCH AT _X-_2 .4. INCHES / 1 MIN. PITCH 1/8" PER FT 2" LAYER OF DEPTH HORIZ; TEXTURE COLOR MOTT. ' OTHER DEPTH HORIZ TEXTURE COLOR MOTT. OTHER 1/8 TO 1/2" WASHED STONE Be A I SANDY LOAM 110YR5 2 NO UNSUIT. MAT'L! -- ;; •-.-�.- 105 0 MAX. 8 A SANDY LOAM 1 YR5 2 N UN IT. MAT' 3.ZS' a" CAST IRON PIPE .�ytA!(. �: ':. .--�. 103.0 MIN_ (OR EQUAL) MINIMUM PITCH 1 4" PER FT. I " i' j _ / a -- H2O I 24 B SILT LOAM 10YR7 2 NO UNSUIT, MAT'L' 24 B T 0AM 10YR? NO UN IT. A L ZABEL FILTER- � Ir I I ,LINO -1.... L 1_,: - t'_ -(` M 102.0 �. L i - - LJ 10" _ _ l..._l: _. __..._. _.._....., %0 Cl Ca 0 ED v CI CJ D CJ C; ' . _ -- I_.-._. _ ._._5'__ .--_. .___ _ .._._ ._g-- �� 1 Cl SILT LOAM 10YR6/4 NO ;UNSUIT. M� 0' 1 ' SIT A I UN SUIT. M T' ELEV �Q�•_7 _ MIN. �I 1 -� �Tt ° ° I ° t0' OVERDID L L L V. - 102.00 LE1/Et °/ ° L G7 C�G1 U C] G C] G cl G _ _ _. -. . _. _ -- -•---.._ -_ .i I I , -'"_ I,.,S V ' ° H2O I I ELEV. = _LD2,?3_' ELEV = 141s� CLE`+. _ _L�L�B_ o o G CJ G CI C] CJ CJ CJ D C) l0 2'° ° L 90.8* 158E C Y AND I 0 6 ' N0 UNSUIT. MAT' 91. 156 C2 LOAMYAN 6 UN T: MAT' ram-- BAFFLE DISTRIBUTION : ° _ C7C1t7CJUCJCJCO ❑ ❑ CJ -�-- �/ ° o o ELEV 99.23 LINER fRObI MEDIUM TO MEDIUM TO LIQUID - OUTLET �.� .:: B0/� 11�1,25--� ` °._ _.. --- - _.._-_ °_ � ------ ; OJLLUT _ ....._ (lO L+I PLACED ON Ilt&vl hA'�Cj i, 5-500-GATtON DRY'WELLS WITH r_. _ CIE✓ 908Y TO L04:0 C3 FINE AND 1OYR8 6 ' NO EL 89.6 204- C3 FlNE AND 10YR8 8 NO 4 HET 14 INCHES IJ bk WA1l:R TLS,CD ELEV !0? 5 FEET 19 INCHES 1500 GALLON IF MORE THAN ONE OUTLET STONE IN AN 6 FEET 24 INCHES (TO BE PLALED ON FIRM BASE) 11' X 49' X 2' TRENCH FORMATION _Z WEt� SDW 252 WATER ENCOUNTERED AT �.14_, cLcV. 7 FEET 29 INCHES - -_..__. __98.&- WATER ENCOUNTERED AT `i4___ ELEV. � �90.25 8 FEET 34 INCHES_ SEPTIC TANK 3/.;' ro , 1/2" CLEAN J SOIL ABSORPTION '� T ZONE--A I�Ha:ST INDEX-47-t-. DOUFREE WASHED STONE SYSTEM SAS � ADJUST 1.R.__M _ EL 90.8� DESIGN CALCULATIONS FREE OF FINES SILT ( _ _ NUMBER OF BEDROOMS 3 PROPOSED 5 W EXPANSION USGS PROBABLE WATER TABLE ELEV. - _92-25._ - - / SEWAGE DISPOSAL SYSTEM PROFILE OBSERVED WATER TABLE (09 /05/02 ) ELEV. - _9A,25___ GARBAGE DISPOSAL UNIT NO_ ATTIC NOT TO SCALE BOITOM OF TEST HOLE ELEV _84,00. . _- 103.8 - 104.7 TOTAL ESTIMATED FLOW _ ( 110 GAL/BR./DAY X _,5. - 9R.) ESQ_ GAL./DAY LEGEND: ACTUAL SIZE OF SEPTIC TANK 15�Q_ GAL. REGJIRED SCEPTIC TANK CAPACITY 15d0 GAL. EXISTING SPOT ELEVATION 00 0 52 SOIL CLASSIFICATION i --; - 97 EXISTING CONTOUR ----00.--•--- " 1��5 ,� '7�05� �4 t DESIGN. PERCOLATION RATE < MIN./IN. FINAL SPOT ELEVATION 00 EFFLUENT LOADING RATE LEACHING AREA _2Z9 SO. FRAY/S.F,- FINAL CONTOUR------ ---- " (11'X49')+(120'X2') SOIL TEST LOCATION ( ) _M0., GAL./DAY UTILITY POLE - --.� t\, - _,,..--• � t-� d - 105.3 BEACHING CAPACITY AREA X RATE TON WATER -W=�--��:W•:.-::. __ 779 X 0.74 CATCH BASIN �I � � ���_ GAL./DAY .. _-. . � RESERVE LEACHING CAPACITY GAS LINE CLEAN OUT __. 0_ __ CESSPOOL C P %, I, �) ,I } ' �,. 105.8 NOTES. \, r� y'_ - �_,�,,o.---+W "��Ryr 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P. � V WET 14R - TITLE 5 AND THE TON RULES AND REGULATIONS FOR THE SUBSURFACE ?E,8 80 f �,�►p_ 104.2 WET 15R LOT 105.5 YYtT 13R DISPOSAL OF SEWAGE. % 71•46';4 2.'ALL COVERS TO SANITARY UNITS SHALL BE BROUGHT TO �j WITHIN 6 OF FINISHED GRADE WET 12 F'✓L i of .'E f+ S 1�9� �O� ��' '� TB_#2 3. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF 15, 732 J >•f ^ WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER OR WITHIN • � WET 16 2. 7 A C. 10 FT, OF DRIVES OR PARKING AREAS. H-20 LOADING SHALL BE 105.4 7�� ` , �t/ Q USED UNDER OR WITHIN 10 FT OF DRIVES OR PARKING AREAS. F13 l i/ I�`1 L ��ETLA/YD ARC A 2' 08 5 F 4. ANY MASONRY UNITS USED TO BRING COVERS TO GRADE SHALL � / D 1 BE MORTARED IN PLACE . J TO TA,Z L/PL AND Af l EA ul', .7 �4 1 �.F 5. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH ■ 104.5 • )/J'.OS - 7 / / _ p /� DEEDED OR ZONING REGULATIONS. OWNER / APPLICANT IS TO NO WA P£SENT / O I Al L VPL AND AR` /1 J '0 A(�. 6. UTILITOBTAIES ES SHOWN N SUCH ETARE (APPROXIMATE ONLYNATION FROM pEXCAVATION CONTRACTOR T6 # WET 17 IS TO CALL "DIG-SAFE" AT 1-888-344-7233 AT LEAST 72 HOURS j 104.0 BORDERING �104.9 PRIOR TO COMMENCING WORK ON SITE. VEGETATED 7, CONTRACTOR IS TO VERIFY GRADES AND ELEVATIONS AS WELL AS • 104.1 1 104.1 FIERAND 105.2 104.> SITE CONDITIONS PRIOR TO COMMENCING WORK ON SITE. ANY VARIATION b 104.8 IS TO BE BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER •At To - p IMMEDIATELY 4`� --' -` __.. w. _-.._.t5 72'- _ _ 104.4 • 103`01.1 aM 3 �\ - - _ 4 • 104.1 1 4.8 8. PARCEL IS IN FOOD ZONE R` t3 A ` _ _^ c2E'OSEO _��- Z 9. LOT IS SHOWN ON ASSESSORS MAP ,178_ AS PARCEL -18__. W104. 10. ALL UNSUITABLE MATERIAL SHALL BE REMOVED FROM UNDER, AND WE / ART. 4 , �yE; FOR A MINIMUM OF 10 FEET FROM AROUND THE SOIL ABSORPTION SYSTEM 2,2 8,,`�!0 .t � F-. 102.1 t .....---'y'3 �� l_ -"�04.$ 1 .9 1 o2.a� � (one t o l �� z wLF1 ,� 1.- AND BE REPLACED WITH SAND AS SPECIFIED IN 310 CMR 15,255; 3 /�,�, TITLE 5) { ) • wen � ,--_-�''� to4.7 / � 4Bt; (I.E. 107- 0 E OCE OF WE 7L AN[I , < �y f' , __ � 11. PROPOSED CATCH BASINS AND DRY WELLS 1'O BE EXTENDED DOWN TO �.. _..----- AS FLAGGED BY I 7 �Yo 4.8 • 104.0 +, 1027 SAND LAYER 10 ! 102.1, L/SA HENDRICKSON �� 1 �04.� �,!' t 1 8 " 0 0 .Q 100,7 l ` M\ • 'Q4.8 ) I al • 100,5 g• 100.7 WLF-613 108 '- 1 1 . 3.0 • 100,8 10 © ,f' 513103 2.2 1 6t04.7 • 100.5 MAX. VOL-0.15 AC/FOO J , 1 Q1 8 1� ` +� ' ` O OVERFLOW DRIVEWAY ; dF_TLA�,D (LAGS BY - , ,1 1013 100.4 , \ 1 I ; LISA HENDRICKSOh40 1f .8 ;. WL�9 • 100.4 ! I ` WE sCIENT15T 4 , 105.8 Ay . 103.8 - � 024 �tIG. 100,9 � � 1 gAt£ WORK WLF19 � �► z , OLA TED , �;,i/0_i 5 fAKEO NAB• 104.2 WLF �03.8 AREA 1 F • 101.5 ! r �\ \ QrtCs:9""---->� 32 T E ` !,` EDGf O 102.4 , t.,• / \ 25 � ' 7. 7 f S.F. 1� 102.2 0B5A T R p ...___._. ,.,, , � �/ '�► s� WLF24 �\ �. WLF33 ,.►a 1023 • • . _ _ N LOT 1) 1 t.� •01.9 , (SrT ERAIN) W 3.0 � . � � 10.2 � \ .� WLF37 ,1�isa 9-+w-t�Sf03.6 �► I 1 ,1 101.7 �102.1 WLF10 _'`� U AL Wt423 WLF28 T03.1 Q29 �+T'p WLF34 102.3 305 WLF31 2 `i N -- 00 0 ' � WLF-813 1 1.4 14 1 1. 1.8 tOZ.O 7 105.6 WLF2 102.7 10 5 � l / \ 104.8 023 ,�I� wLF�B14 101.2 Oily 6)O• I Jo 7" 16' / STAKED HAYBALES W1.F22 W1.F28 �► / 0 .Qp 101 FILTER FABRIC \ \MMY29 (/ ` WITH ` �/ / \ AND 'WORK LIMIT �4 101,7•�,�•�10L9 � 38' �+ • 1 �. �.-- "1 ` i 105.5 i d / P WEt1.1NG I \ �• /i J WLF21 / 6 7 'DRY vow -_\ / WELL \ l i� 1 T 12 WEL L �� PECK CX/STING `� AREA 5 �+ A 10' GRA VEL DRI�CWA Y lOJ s, o \ ((c.0,(d 100.7 2,66,'�3 f SF yvR�.h, ROAD ./� ON LOT 1 sT PARKER 10 / �IEPTIE 0! _ � � WLF=8t5 BO/Lor i G _� _ `.-� v� � WGETA TED LOCUS , 1 , PROPOSED 1000 GAL L ON -; - ,_ - W£AAND "A' 103.2 CA rCHII EACH RA. J^ _ SEE NO \ + i �, �� R W1 TII 4' OF SrONf' W 7F/ P OSEO - ,u• 1 RDA rD' 0 r:�Y' ;u_ A OO 100.4C/ FRAMEAND GRAM G►.R`;OC + z; N8975'J7'W 49,7 P1 AC£ d01 r00 AN SAND S O,F 1050 B' ,.- -.' LA YER / v. - I / ':• , , ,\ LOCATION MAP 1 rrF �>rE z4, I " � � �'p gip.,. ';� � rI` •") `, S. •' ,tK~�r`.l�•- ' \ ' .�� �• ,��ru' 1 Aft n 0D _.. L -818 9�• ._�... { Jf �' ,++ r ►r 58?D3 rlI 7 WLF-817 PROPOSED SEPTIC DESIGN T►�y t r, , ti RESER�F TO op A OR PROPOSED / i .:.•'„N- �''T" + 10�5.9 WE'7LAN0 \ �1,, _ B21 &100.0 F WLF-B2O . wx:�3 NANC Y J0 HNS 0 N DR/VF ,•"S�-'�.�' '�� Ir, /0!J LOT 1 W ` 103.4 - ` -'�'r"►�' d� 700 # SF 1P� � CT t,l.• I, / �/ •r \\' ��r rA � e �F-A2 �` 4++ ....._. Jill o,: �' `' � _ �- �04. �105.7 � 100.8 9 .7 "�•v� WN �--� iDo.3 ('Loc 245 PARKER ROAD ' IL AND a \ -AlWLF-A4 WL.F-A5 EST 'BARNSTAB 7 � '` �c F.T.�t'•- I �-. �,,,,�[��iK 0`- _ - 10 :8" r ,�SF 1 \ `r, MASS -r 1027 _ - � �, WLF1 ;t -.. _ /"�-'4-• Uj4'�£7i' p r --_-.- ��, Mr r ��,18 I,�?69 � �, � ��� 103.3 �'RAI� R SH4RT, P.E c- 235 GREAT WESTERN ROAD ..r- AKI U rrA rI m -ell , `' - . � 411, w.F2 \�o��+ ti �.-,` '''� " � ,r - _`..�•--,.�.,,,.; �1 .,,;-99 4 508 P. 0 BOX. 1044 105.1 J j s yq� ,-1 '� -e.. �. `- -� ~ "'-- 398-8311 1045 \n �-� �< �- �� // ' /� ocq/ray - _ --•� 0DENNIS, MA 026E0 DATEOCT. SCALE 20 FLAGGED BY A A4 WILSON ,� \ / / \ ,, � /� `4 � •�`.ter.: r � REV. I W/BLACK AND RED -APR. 8 2003 101.8 SIR/P£D FCAGG/NC � // // REV. 99.2 APPROVED: BOARD OF HEALTH MAY 20 2003 JOB NO. ' 105.3 - REV. 01_'0866 AREA `ice � `_ \ / MAY 28 2003 979 - S.F , . �` � \, ,� OCT 24 2003 REV. JAN. 22 2004 SHEET 1 OF 1 DATE AGENT Of-0866..Gran 1 2JOCT03_30Sc2DWG 02003 CRAIG R SHORT, p E. 7i u