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0014 SHIRLEY POINT ROAD - Health
14 SHIRLEY POINT RD. CENTERVILLE A 233-004 1 No. 42101/3 ORA 1o% (D ® 0 0 0 .� r� Q f A No. 2 0�( - �`V r �� 0 �� ( Fee 2 4THE CONWEALT F MASSACHUSETTS Entered in comp ter: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes Rpplitation for bisposal *pBtem Construction Permit Application for a Permit to Construct(� Repair( ) Upgrade(-j"'Abandon( ) [Complete System ❑Individual Components Location Address or Lot No. \� Owner's N�CA'ddr ss,anddjele.`� Assessor's Map/Parcel Z�j3� ©u c 3 Cep c'. Installer's Name Address,and Tel.No. C11-QCY-A75 Designer's Name,A dress,and Tel.No. %c4\ CC\,pi1r499K `kr.,-, Type of Building: Dwelling No.of Bedrooms Lot Size 200 sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons 2 Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) gpd Design flow provided �� gpd Plan Date Z.� Number of s eets Revision Date 11 `Zb" 1 Title Size of Septic Tank yl:�'60 uAL, Type of S.A.S.cp"I___ Description of Soil ��_� L �� �� ��- 37) A-1— k 37 Nature of Repairs or Alterations(Answer when applicable) Ili C� �@ ^'a-. dv Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environment Code and not to place the system in operation until a Certificate of Compliance has been issued by this Board of Health. Signed _ Date Application Approved by Date •L�1 1 Application Disapproved by Date for the following reasons Permit No. Date Issued " '. rv- .?'`+c.'r•'r.!3' .+. •R ,y„.: ,fir £ 'ti" 'r- •,w, y�.r , ...r• ,.,t"'•. ., _r f•p, .• 0` ' No. � � �' V r M ,. �. I. i� �� -P r Fee THE`E►OMMONWE-A ' OF�MASS�►CHUSETTS Entered in computer:c PUBLIC HEALTH.. DIVISION TOWN OF BARNSTABLE, MASSACHUSETTS YeS ►-n� Tfpplitatlon.for""MispoBAY *Pst'iIn Construrti6 Hermit Application for a Permit to Construct O Repair( ) Upgrade(*..)'rAbandon( ) ®Complete System. ❑Individual Components Location Address or Lot No. C Owner's Name,Address,and Tel.No. ,� r o.(A Assessor's Map/Parcel ( ? Installer's Name Address,and Tel.No." ll _?ateZ -CCXtZ5 'Designer's Name,Address,and Tel.No. `�' x FrJc C . , Cn �k,c < r� Inc e��.�e,'(r'A• C521c�-�`1 c►: tY'�,. �c�"�-k- 74a I Type of Building: / _ n r Dwelling No.of Bedrooms ;, Lot Size,G�� sq.ft. Garbage Grinder( ) Other Type of Building eA ,l-r\ No.of Persons Showers( ) Cafeteria( ) 4. Other=Fixtures f 1 P)a a✓ Design Flow(min.required) V -7 gpd Design flow provided 2��j gpd r' Plan Date �' L �- Number of sheets ;l Revision Date Title T.W1 - ( �t Siz n ;. e of Septic Tank Cwi a_ � 1<6Q � Type of S.A.S.Co"A� CVc.,_ Description of Soil ( E , a" E.�"1 E..- y- Jr, ,.• Nature of Repairs or Alterations(Answer when applicable) lJal 0 Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental,Code and not to place the system in operation until a Certificate of } a Compliance has been issued by this Board of Health. Signed Date I Application Approved by I` ) 1'._' Date '�Xj 4 / � � r Application Disapproved by V Date for the following reasons Permit No. oa �7 Date Issued , . r THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS Certificate of Compliance 4 THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) '. Repaired( ) Upgraded( ) Abandoned( )by hkw. TAC, at 1�' v y r - -. (J has been constructed in accordance T' _ with the provisions of Title 5 and the for Disposal Systel onstruction Permit No. � �rj#s7 dated Installer 6UA&$ Designer eknk 'CA,A.,A/lr r y y #'bedrooms _W'�-, Approved-de�sign.flox, j�EJ gpd The issuance of lVit shall of be construed as a guarantee that the sy emsf will=`cti n as de 'gned.�,..r...,�,Date �.. Inspector t } No. 0.� ! 7. - Fee �J THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS V48sal *pBteln Construction Permit Permission is hereby granted to-Construct( ) R(e'�air( ) Upgrade( ) "'�• Abandon( ) System located at "!! �`C�`Q C 6 and as described in the.above Application for Disposal System Construction Permit. The applicant recognized his/her duty to comply with- Title 5 and the following local provisions or.special conditions. Provided:Constructionfirnust be completed within three years of the date of this permit. / Date � � f Approved by tt'' TOWN OF'BARNSTABLE LOCATION.M � �f;1Q�� %, SEWAGE# VILLAGE �;Pt�TeCV�`\'Q. ASSESSOR'S MAP&PARCEL�33- INSTALLER'S NAME&PHONE NO.Qo5fnV�-��h SEPTIC TANK CAPACITY.0 AA r LEACHING FACILITY: (type1).L (size) 1�.`SU �2• ` NO.OF BEDROOMS OWNER /Mr t /* ►C M PERMIT DATE::_2A_ 2-07.O COMPLIANCE DATE: 2 Separation.Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility Of any wells exist on site.or within 200 feet of leaching facility) Feet Edge of Wetland and.Leaching Facility(If any*tlands exist within 300 feet of leaching facility Feet FURNISHED BY �#�y r�Nlfy p� a a � 3 A � � � Z1� r Z �'6u 3�'�'� ,, ,, 3 2y� � y ►' 1c�' ,F Town of Barnstable Inspectional Services Public Health Division T}. %631 Thomas McKean,Director 200 Main Street,Hyannis,MA 02601 Office: 508-8624644 Fax: 508-740-6304 .Installer & Designer Certification Form Date:: $ f 3' LZI Sewage Permit#' ��-e'er Assessor's Map\Parcel 23 Designer: Down Cape Engineering, Inc. Installer: a1tN1s 'r_A_V bN Address: 939 Route GA Address: V.0 ��O& 5CNC\ Yarmouth Port, MA 0267 On C,-12-1qwv�Egc-')C o<\ was issued a permit to install a (date) (installer) septic system at 4 fti t w Odd R, I LW based an a design drawn by Daniel A. O,iala,PE,, PLS dated ( '-9 J_"t g, (designer) f I ' I. certify that the septic system referenced above was installed substantially according to the design, which may include minor approved changes such as lateral relocation of the + distribution box- and/or septic tank. Strip out (if required) was inspected and the soils were found satisfactory. I certify that the septic system referenced above was 'installed with major changes (i.e. greater than 1W lateral relocation of the SAS or any vertical relocation of any component of the septic system)but in accordance with State&Local.Regulations. Plan revision or certified as-built by designer to fallow.. ;Strip out(if required) was inspected and the soils were found satisfactory. I certify that the system referenced above was constructed in c.e with the to rms of the D A approval letters(if applicable) k�C F a% ?JAL rt , UVIL (Installef's Signature) No.16502 � /0,NA., (Designer's Signature) (Affix Designer's Stamp Here) PLEASE RETURN TO BARNSTABLE PUBLIC HEALTH DIVISION. CERTIFICATE OF COMPLIANCE WILL NOT BE ISSUED UNTIL BOTH THIS FORM AND AS- BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION. THANK YOU. litoaldeptslHEALTMSEW.ERconnectlSEPTiC Designer Certification Farm Rev 8.14 1DOC i TOWN OF BARNSTABLE LOCATION �� SEWAGE# ,0Z1 VILLAGE e ASSESSOR'S MAP&PARCEL�3�— INSTALLER'S NAME&PHONE NO. j� S ��� , SEPTIC TANK CAPACITY J 4�- 2 LEACHING FACILITY:(type)' SOON- J y (size) ��.�(j +� 12•�3 NO.OF BEDROOMS OWNER Mf I MC \ n� PERMIT DATE: 7 —2A— 2 pZ COMPLIANCE DATE: 2 Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Private Water Supply Well and Leaching Facility(If any wells exist on Feet site or within 200 feet of leaching facility) Edge of Wetland and Leaching Facility(If any wetlands exist within Feet 300 feet of leaching facility FURNISHED BY Feet (Y r4- tAr 3 3 Z�% 39 G'' y �' Icy` No. " - " Fee BOARD OF HEALTH TOWN OF BARNSTABLE 01ppYication _for Yell Cougtructton Permit r Application is hereby made for a permit to Construct�(, Alter( ), or Repair( ) an individual well at: r 14 Shirky Point- . CeY) 0 oy- Location-Address Assessors Map and Parcel �=d Lamest- I►��h i r � Cil of (?c(,c n-ferycil.�, 3.:� N 7 Owner r Address V rr IIrl CCca � ,lrlcj Fo I5ox 27934 41'leu�S, o2GQ5 Installer-Driller Address Type of Building Dwelling Other-Type of Building No. of Persons Type of Well �7�i�1 f��p � Capacity Purpose of Well Agreement: The undersigned agrees to install the afore described individual well in accordance with the provisions of the Town of Barnstable Board of Health Private Well Protection Regulation-The undersigned further agrees not to place the well in operation until a Certificate of Compliance has been issued by the Board of Health. Signed r� 1 Date Application Approved By Date Application Disapproved for the following reasons: tom- Date Permit No. ��J Issued 2 IT I D to BOARD OF HEALTH TOWN OF BARNSTABLE Certificate of Compliance THIS IS TO CERTIFY,that the individual wQll Constructed, Altered( ), or Repaired( ) by t"Yot'")-( �l 3 ��r't 6 f t Yll2.► + 11�. Installer at 14 vho"116--v pblY& �� GPiYL �IIL has been installed in accordance with the provisions of the Town of Barnstable Board of Health Private 11 rotection Regulation as described in the application for Well Construction Permit No. A. -NT Dated Z THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL SYSTEM WILL FUNCTION SATISFACTORILY. Date Inspector _ No. - _ Fee BOARD OF HEALTH TOWN. OF BARNSTABLE s zloprication for Derr C permit Application is ereby made.for a permit to -;:.Construct:( i Alter( ),' orRepalruO ° an individual well at h�O S ,. r Location-Address 1 Assessors.Map and Parcel. Ak 1 ' 1_rar�a �-- � � I�i r •� si n4 f&J .("Q nk pit e'a iUl Owner r E�' �- Address _)eSmonrl ICI! D1-1 (�[ ]�/� III( ,, 1 �?�'�aox 279?), 0r Lru6K, MA G,26�3 Installer-Driller v° 1 Address r Type of Building Dwelling Vxq AIX- Other-Type of Building No. of Persons Type of.Well ! Capacity Purpose of Well 1 m � hn ; ..: Agreement: The undersigned agrees to install the afore described individual well in accordance with the provisions of the Town of Barnstable Board of Health Private Well Protection Regulation-The undersigned further agrees not to place the ': well in operation until a Certificate of Compliance has been issued by the Board of Health. t, Signed , Date f .Application Approved,By - 2 i. Date' : s . Application Disapproved for the following reasons: r �` C— Date Permit No. t�7i'�f �A a Issued r / �( Date BOARD OF HEALTH TOWN OF BARNSTABLE Certificate of Compliance THIS IS TO CERTIFY,that the individual well Constructed�K), Altered( ), or Repaired( ) by InstallerLj le +g has been installed in accordance,with the_provisibns of the Town of Barnstable Board of Health Private'Well Protection Regulation as.described in the application;for.Weli Construction Permit No:r' lAj 1A;i`.jMT_'Dated. THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL gig: SYSTEM WILL FUNCTION SATISFACTORILY. Date Inspector _ w - - BOARD OF HEALTH TOWN OF BARNSTABLE Vern Construction er 1i c = , ^ No. \hnAD,r r � �Fee q17 �+,, - Permission is hereby granted to .Installer Cj to Construct�(j), Alter'( ), or Repair( `) an individual well at: "' tt`: x No: 114 -aln lr 1p ► �2r, n-i Street 1 1 1 � '�`» 1� (�}f •±� ; " as-shown on the application for a Well Construction Permit No. PP Dated J Date �" l I(� Z , Approved By �� , ( i R . � t 43 Q/ s ce _ PROVIDE 36' OF 40 MIL `S R gyp- NER AT 5' OFF SAS N AREA OWN. TOP CUT AND PATCH s �> T ELEV 1.0', BOTT DRIVEWAY AS REQ_ EL 37.0 t- R� .5' 0 0.2 45 7 •0 1 TH1 9. T SHED EXISTING ARTMEN C 0 .0 SLAB=47.2,,�, 48 72 49 i 0 at n j BEDR SYSTEM FOR M HOUSE �e TO AI i� �� �- PROPOSED -s .- LOT AREA 53 ,ALL \ /� 38,200 S.F.f �55 Massachusetts Department of Environmental Protection " Bureau of Resource Protection Well Completion Reports Well Driller Please specify work performed: Address at well location: New Well Street Number: Street Name: r 14 SHIRLEY POINT RD Please specify well type: Building Lot#: Assessor's Map#: Domestic � 233 Assessor's Lot#: ZIP Code: Number Of Wells: 004 02632 City/Town: Well Location BARNSTABLE In public right-of-way: GPS r,Yes f"No North: West: 41.67793 70.33726 Subdivision/Property/Description: Mailing Address: r click here if same as well location address Property Owner: Street Number: Street Name: LAMBERT 14 SHIRLEY POINT RD City/Town: State: Engineering Firm: BARNSTABLE MASSACHUSETTS ZIP Code: 02632 Board of health permit obtained: re Yes C!Not Required Permit Number: Date Issued: _nne� 7a7 z .m29Z4 Cn�i�ci w . Massachusetts Department of Environmental Protection Bureau of Resource Protection-Well Driller Program ` ^W Well Completion Reports(General) Well Driller - General Well Form DRILLING METHOD Overburden Bedrock uger Choose Bedrock- WELL LOG OVERBURDEN LITHOLOGY From(ft) TOM Code Color Comment Drop in drill Extra fast or slow Loss or addition F stem drill rate of fluid 12 Cobbles ,+' Brown t Fast f"�Slow -- YES NO __._ Loss Addition 12 20 Fine To Coarse S"• Brown • �Fast i`Slow YES NO Loss Addition ......... _... ....... ............. �edium S Light Gray t^ 20 40 Mand + LYES NO _I Loss Addition WELL LOG BEDROCK LITHOLOGY Drop in Extra fast or Loss or Visible Rust Extra From(ft) To(ft) Code Comment drill stem slow drill rate addition of Staining Large fluid Chips L= Choose Code Yes Yesl YES NO Fast Slow Loss Addition ADDITIONAL WELL INFORMATION Developed I f%Yes('No Disinfected Yes ( No Total Well Depth 40 Depth to Bedrock ......... .... Surface Seal Type (None racture Enhancement (.":+Yes r-No CASING is Casing above ground?,, From: 1 To 0 .... .... ...... .. ........- CFro m �To Type Thickness Diameter Driveshoe _. -- ..... .... ...... .. _ _. _............ �0 36 Polyvinyl Chloride Schedule 40 �a 1 r Yes SCREEN r'No Screen From To Type Slot Size Diameter 36 40 I Stainless Steel Well Point 0 012 �--� LLLIL WATER-BEARING ZONES r DRY WELL From To Yield(gpm) z1 ao 1z PERMANENT PUMP(IF AVAILABLE) Choose Pump Choose Pump Description Horsepower Description-- Horsepower--- Pump Intake Depth(ft) Nominal Pump Capacity(gpm) Massachusetts Department of Environmental Protection Bureau of Resource Protection—Well Driller Program Well Completion Reports(General) ANNULAR SEAL/FILTER PACK From To Material 1 Weight Material 2 Weight Water Batches Method Of (gal) (count) Placement J C� Choose Material J C� Choose Material E � [� —Choose One— WELL TEST DATA Date Method Yield(gpm) Time Pumped Pumping Level(ft Time To Recover Recovery(ft (HH:MM) BGS) (HH:MM) BGS) F07/22/2021 Constant Rate Pump 121:30^ m �22 _� 0:01 ] �21 WATER LEVEL Date Static Depth BGS(ft) Flowing Rate(gpm) Measured 07/22/2021 COMMENTS WELL DRILLERS STATEMENT This well was drilled or altered under my direct supervision,according to the applicable rules and regulations,and this report is complete and accurate to the best of my knowledge. WILLIAM Supervising Driller DESMOND, DrillerURQUHART Registration# 877 Monitoring(M] Signature PATRICK, DESMOND WELL Firm DRILLING INC. Rig Permit# 0551 Date Job Complete 07/22/2021 NOTE:Well Completion Reports must be filed by the registered well driller within 30 days of well completion. ENVIROTECH LABORATORIES,INC. MA CERT. NO.:M-MA 063 8 Jan Sebastian Drive Unit 12 Sandwich, HA 02563 (508)888-6460 1-800-339-6460 FAX(.508)888-6446 Client Name: Desmond TEell Drilling Location Address: PO Box 2783 14 Shirley Point Rd Orleans, MA Centerville, MA 02653 Lab Number: DW-213450 Collected By: DWD Date Received: 07/22/21 Sample Type: Well Well Specs: New Well 40721' Lacudvn Sxrurce Aal6e:C%rldect { brae Card7 G10mA619w iv Analysis Requested Units 'Recommended limits Analysis Result ,Vetliod ateAnalyzedl Analyzed By Total Coliform CFU/100mL 0 0 BG 0 SM9222B 07/22/2021 NB @ 1730 ........ ....._.. .... .. ---- - _ . _ -- - _. -.. ._._ _.. - - .......- ------ _- _ _- - ---- - pH pH units 6.5-8.5 7,64 SM 4500-H-B 07/22/2021 SD Specific Conductancen umhos/cm 500 168 EPA 120.1 07/22/2021 SD _... .... . . . ............... _ ...- -........................ _._... - -- ---------- ----- .. .._.. ..... ......... ---- Nitrite-N mg/L 1.00 <0.006 EPA 300.0 07/23/2021 SD - -- ---- --- -------- - --- - --- ------ ----------- -------------------- ----�_. Nitrate-N mg/L 10.0 0.74 EPA 300.0 07/23/2021 SD .....................:........-------------- ----...--- _-.------------------ - --...----....-__... .-----------.._........._.. Sodium mg/L 20.0 19 EPA 200.7 07/23/2021 KB .. ...: .. _<,_.- ___ ,--..._._K _..._..._� _ r. .............. .-_.._._....------ Total Iron mg/L 0.3 0.01 EPA 200.7 07/23/2021 KB ....-...----- --- ------- Manganese mg/L 0.05 <0,005 EPA 200.7 07/23/2021 KB - ------------- --_---____ ------------- Volatile Organic Compounds' ug/L See comment. See attached EPA 524.2 07/24/2021 KB _Comments: 'Trace to low levels of chloroform are occasionally detected in ground water in coastline areas. "2-Butanone and acetone are found in the PVC glue used for well construction. 'Limits:2 Butanone 4000 ug/L,Acetone 6300 ug/L All samples were analyzed within the established guidelines of US EPA approved methods with all requirements met, unless otherwise noted at the end of a given sample's analytical results. We certify that the following results are true and accurate to the best of our knowledge. Water meets EPA standards and is suitable for drinking for parameters tested. Date 8/6/2021 Ronald J.Saari Laboratory Director BRL=Below Reportable Limits 'See Attached Page 1 of 1 17Certifrcation is not available for`this analyte for potable water samples.. New England Chromachem 6 Nichols Street Salem,MA 01970 978-744-6600 Sample Information EPA Method 524.2 Rev 4..1 Volatile Organic Compounds in Water Lab ID: 107309 Client: Envirotech Laboratory,Inc. Client ID: DW-213450 State: Liquid Date Sampled: 07/22/21 Date Received: 07/23/21 - Date Anal ed:._.._ 07/24/21 L Regulated VOC's Results(ug1L). Unregulated VOC's Results ug1L) Benzene ND 5 Acetone* ND Carbon Tetrachloride :ND 5 Bromobenzene ND 1,1-Dichloroethene ND 7 Bromochloromethane ND 1,2-Dichloroethane ND 5 Bromodichloromethane ND 1,2-Dichlorobenzene ND 600 Bromoform ND 1,4-Dichlorobenzene ND 5 Bromomethane ND Trichloroethene ND 5 2-Butanone 21.2 1,11-Trichloroethane ND 200 N-But benzene..::::__. ND Vinyl Chloride ND 2 Sec-But,benzene.. ND Chlorobenzene N..D 100 Tert-But benzene ND cis-1,2-dichloroethene ND 70 Chloroethane ND tran5-1,2-dichloroethene ND 100 Chloroform 0.88 1,2-Dichloro ro ene ND 5 Chloromethane. ND Eth benzene ND 700 ' 2-Chlorotoluene ND - 100 Styrene ND 100 4-Chlorotoluene ND Tetrachloroethene ND 5 Dibromochloromethane ND ............ Toluene ND 1000 1,2-Dibromo-3-Chloropropane ND X enes Total) ND 10000 1,2-Dibromoethane ND Methylene Chloride ND._ 5 Dibromomethane ND 1,2,4-Trchlor6benzene ND 70 .1.,3-Dichlorobenzene ND 11,2-Tttchloroethane_ ND 5 Dichlorodifluoromethana ND 1,1-Dichloroethane ND 'Acetone Detection Limit=10 ug/L 113-Dich.loropropane ND ND=<Method Detection Limit 2,2-Dichloropropane ND NA=Not Analyzed 1,1-Dichloropropene ND cis-1,3-Dichloropropene ND trans-1,3-Dichloro ropene ND Hexachlorobutadiene ND Isopropylbenzene ND P-1sopropyltoluene IND Methyl-tert-butyl ether ND Na hthalene ND N-Prop (benzene ND 1,1,1,2-Tetrachloroethane ND 1,1,2,2-Tetrachloroethene ND 1,2,3-Trichlorobenzene ND Trichlorofluoromethane ND 1,2,3-Trichloro ro ane ND 1,2,4-Trimeth (benzene ND 1,3,5-Trimethy1benzene ND Surrogate Standard Recoveries Benzene-d6 100 MCL TTHM's=80 ug/L 4-Bromofluorobenzene 95 Method Detection Limit=0.5 ug/L 1,2-Dichlorobenzene-d4 97 Analysis performed per 31 OCMR42 Electronically signed and approved by Mr.Bruce A.Bornstein,Lab Director Date: 7/2612021 j\ ASSESSORS MAP NO,• 3� 'N � -r� PARCEL NO: Qd q � Fss................ THE COMMONWEALTH OF MASSACHUSETTS 6'0 BOARD OF HEALTH TOWN OF •BARNSTABLE A;jVftratinu for Diopooui Works Tonotrur#inn rrrmit Application is hereby made for a Permit to Construct ( ) or Repair C><) an Individual Sewage Disposal System at: ...`.f......__..�:/L � -- elP� ....... .........�y.-:F�n Tz.'L.ezi.e� ...--••----••----.......•.................... C Lo ation-Address or Lot N. ..f' .. 1 ...................../ L£�y .. ...---....� ...•.............. Gy �d ow �J S 1�1 naareg� ✓!/I W !a .. ....................._7 ,,�..._.. ,�.._... ............ Installer Address Type of Building p�� ^� Size Lot............................Sq. feet U Dwelling—No. of Bedrooms.............. ...........Expansion Attic ( ) Garbage Grinder il./O Other—Type of Building No. of persons............................ Showers — Cafeteria a Other fixtures -------------------------------- WDesign Flow.............0, ..............gallons per person per day. Total daily flow........... 0 ...............gallons. WSeptic Tank—Liquid capacity/jOW...gallons Length................ Width.......... _.._ Diameter................ Depth................ x Disposal Trench—No. ....... ........ Width....... ........._ Total Length....e ....... Total leaching area....................sq. ft. 3 Seepage Pit No..................... Diameter.................... Depth below inlet...,/.t .. Total leaching area..................sq. ft. Z Other Distribution box (p4— Dosing tank ( ) 0-4 Percolation Test Results Performed bY........................................................................... Date........................................ Test Pit No. I................minutes per inch Depth of Test Pit.................... Depth to ground water........................ Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................ a -------•--••----••-•---•------ ---••----•---------------------•--•-•-----...._...................---•--•------••--•.......................................... 0 Description of Soil.......................................................................................................................................................................... x W -----•-----•-------- -----•-•--.._.....••---•--••-------••-•-•--•-•--....--•---------• •-•-••••-•--.......•---••--•------•-------•--------•---------••----.... .................................. UNature of Repairs or Alterations—Answer when applicable_.__._lN._ 4.._... _..... r�o0.. •y-----•-lKI'P=i...T' ...... ......... Agreement: The undersigned agrees to install the aforedescribed Tndividual Sewage Disposal System in accordance with the provisions of it LE 5 of the State Sanitary Code— The undersigned further agrees not to place the system in operation until a Certificate of Compliance has been i ed y t4br�dohealth.Signed..... �date Application Approved -------- ---- -- ---- -...... ..6. ..�/. ................ .... Date Application Disapproved for the following reasons:.............................................................................................................._ ...........................•-------...------................................----.....------------------........---------...-•-•---_...------................••----------------•...--•-------•---...._.... Date Permit No.......... n Date d 23 THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH TOWN OF •BARNSTABLE Ally iration for Uivi-pu,itti Works Tonstrur#inn Frrmit _ Application is hereby made for a Permit to Construct ( ) or Repair ( , ) an Individual Sewage Disposal System at: �/- ......_ ................. ..... f .......... ........... ..................................-_............ v` Locaction�-Address or Tot No. ......................_.................. ��.5! �. .................. /f� sJ�ll � Y---- _ -• :J Owner �• •Address�_ C. ��•• Installer Type of Building Size Lot............................Sq. feet ., Dwelling—No. of Bedrooms.................._._._...........Expansion Attic ( ) - Garbage Grinder (�- AJ�) Other—Type of Building .............. No. of persons........................__.. Showers — Cafeteria 0. Other fixtures ..------•---•---••-----...--••...--•••-......--._- Desi n Flow..............: �...._.•......_.gallons per person per day. Total daily flow............ _ .0..`.-..............gallons. W g /GUU g P P P Y Y � ••-• W Septic Tank—Liquid capac�y.._....._...gallons Length................ Width................ Diameter................ Depth................ r x Disposal Trench—No. .................... Width.....Z..._._.... Total Length....s ...... Total leaching area.........:..........sq. ft. 3 Seepage Pit No..................... Diameter.................... Depth below inlet.... Total leaching area..................sq. ft. Z Other Distribution box (-1). Dosing tank ( ) ►-' Percolation Test Results Performed by.......................................................................... Date..............................••••...... 0.4 Test Pit No. I................minutes per inch Depth of Test Pit.................... Depth to ground water........................ f% Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................ ............................:................... ODescription of Soil.........---••.............................................................................•---.................................------•---•-••.......................•••• x x Nature of Repairs or A�ltterations-��Answer when applicable.____.�NJ`�! '�......A.......... � �_�— ........... . . Q `.................. l............................................t 2 -r-7„!t,J........... )- y Cs� .......... Agreement: The undersigned agrees to install the aforedescribed Tndividual Sewage Disposal System in accordance with the provisions of TITia� 5 of the State Sanitary Code— The undersigned further agrees not to place the system in operation until a Certificate of Compliance has been i sued by the nard of health. Signed... J ..... ---. ................... `� Date ApplicationApproved By.......-----•............................................••-•-.........---........:........-•---• ......................••................ Date Application Disapproved for the following reasons:.............................................................................................................. .......................................•....... - ------ "t Jf>- � ax- .s J21 D PermitNo..................................0.............._...... Issued....................................................... THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH TOWN of BARNSTABLE Tertif iratr of Tuntphattre THIS IS_TO-- ERTIFY, That the Individual Sewage Disposal System constructed ( ) or Repaired fi<�) by.... .... ••--•---••-••-•••-•-••---••-••. ••••....•---- •. ...... Installer at....................•-•......_. . �.� Sf.i/GC .. `a o "'`I'' - t------..�' .. .+.. l�L/.l_i, .:L....._..._..... has been installed in accordance with the provisions of TI yLE 5 of The State Sanitary Code as described in,the— application for Disposal Works Construction Permit No. .._ . ." ;�_��5.... dated.... THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE SYSTEM WILL FUNCTION SATISFACTORY. 40DATE.............: ........... THE COMMONWEALTH OF MASSACHUSETTS BOARD .OF HEALTH jj�� TOWN of No....... �f...`...... . BARNSTABLE_ 7 Y �•'' FEE. ............ Disposal Workii Tomitrnrtiun "fern it Permission is hereby granted-------------------- .fi CJ t.a.fit...........� :61i- n�c:<!`z�-.n/........--•--................:.... to Construct ( ) or Repair' ) an Individual Sewage Disposal System,., at No. '`liL. :Y � G�. _a"........ 4 .., C.'_C� c'19/�.L-f-5��.............. streec� as shown on the application for Disposal Works Construction Per tt ...___ pDated._�''��.` � - Board of [earf� DATE---------- -------•----'-----•••L-/•---•---•- f .. --��-----�.... .._.._.._.._... TOWN OF BARNSTABLE ON /% `Ql / l�� SEWAGE# VILLA ASSESSOR'S MAP& LOTZZ —00V INSTA:LER'S NAME&PHONE NO. SEPTIC TANK CAPACITY. 000 �C LEACHING FACILITY: (type) frw/as U) (size) NC.OF BEDROOMS 3 BUILDER OR OWNER Inc /r",9 PERMITDATE: 9'a' COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table and Bottom of Leaching Facility � � Feet Private Water Supply Well and Leaching Facility (If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet Furnished by �s y0 � 46 r 3 y 3 �. Deitax&iaeut OfRegWato y.Services00 �1; Public Heafth-Dan'saoyi Date �a •�' / ua�p. 200 Main Mrort,Hyannis MA,02601All F 3 2v,.I Date So1•leduleci', 'I'izno k+`ee Fd, NIP Soil Suitability Assessmentfor e PerformcdBy:_® 4'°D I t°1 ol�. a 1 ye,� Wxlnessad Y. r47d"H.Y ?W: .'A11�'71.uN1 lq zocadan Address l✓- po�c�� Oyanerd 'SWima C 1 Address Assessor's 11llap/Parcel: ` Englncer's Name NEW CONS'IRU=01\1 REPAIR Telephone# 4-D-.0 3b l- Land Use: Wood�0 Slopes(9b) � Suzfaae SkogoS Distances f Um: Open WaterBody � Poxdbl�WotArea l0C fk DxinldngWater Well lGG ft Dra nags Way �y ft Property Line � S tt Other Et SI M,- C)aI(Street name,dlmmsions of lot,exaot locations of test holes&pert tests;locate wetlanLuL pxoxink to holes) • ��`. ® garage f/ ' • . pEcK ej / Wall a GUr U) 'a >200 Parent material(geologic) Depth fo Ndr4cl� Depth tol3roundwatez 8landingWawrinHole: Weapingi'i'atxiPltktq�� ad 4 -�-- -••.-lvstlrnated Neasonal-111gh Grouwater�'/-"�` 1�7E �lERI�[1�T.A�'fi N�'4�R S EAS O:I'�•AL Ea G•R WATR TABLE Motbad Used: Depth Observed standing in obs.bole: __lu eptlz�tn,s�tl]xno,icl�s.- t 1t1, Depth to w=pingfrmc side of obs,holm: in, bxnundwatez.�dJtldtm�nE [• Index Well Reading Date: 1nduxWelll6Ygi _ Pr .l tkdC, _ _�?sd�.:Cllx?U11tlwAkePl.aYal a PERCOLATION TEST DAW Observation Sole 4 Depth of Perc. i e y� 2 Tlment 6" Start Pre-soak Time @ • Endl're-soak Rate lylln.linoh Slt Sultabiltty P,saessment: Site Yasscii;_�.___._.__ Sits Palled: _...�. ..,... Additional TasUng'.Neadcd_(YIN) Original: Public Health Dlvlsloa Obserktioa Hole Data To Be;Completed on Back—-------- **'t`If percokaitabun test is to be eonducted W tbat 100" off'Wettau:ad?you must first notify the Barnstable Cousgy4ffon Division at east one(R)We.81K PxAor to begixMing. t,�:l5bl?T'lC1I'Eli.Cl�012IY.[.DQC , DEEP.OBSEiMATIONTME LOG Rule# Depthtrom Soilllorixon Soil.Texturo Shcl Color Soil., tattier Surface(in.) (l.1SDA) ,(NlunseIl) Mottling (Structurc, Srone�;naulders, o i tcn;y.9�'Ciravall ' c - � h' > 10YP z q-3 7 L 10 yp 0/,-, l]epthfrom Soil Rorizon ftllTexturc Soil Color. Soil Other Surface(in.) (UBDA) (Mansell) Mottling , (Structure,Stonos,'Souldeis, Consistanov.9b Grave �Z 5�13 q — yo DEEP OBSERVA--ION ROLF,LOG Prole 44, . Depthfroni Sollmorizon SoilTexturc Soil Color Soil Cthnr' Surfaeo(in.) (USDA) (Nlunsell) mottling (Structure)Stonea,Boulders, Co i to c Q a Dapth from Soil horizon SoilTcxturc Soil Color 5p[I Other Surface(in.) (USDA) (Munsell) Mottling (Structure,st.011 y Boulders. �'1.00d7sxs�:raneer�ate'1Vfa�r_ \l � i Above 500•yeak-flood boundary No Yes within god year'houndary. No,=* 'Yes Within 100year flood boundary No.�! 'YM Depth.of 1-a-araU.V rear affir-Peryiotxs L4atorl•RI Does at least four Feet of naturally Occurring perviouS atWiRl cldgt itl all areiis Observed ttlrpu�hnut the area-proposed far the Sall 6sorptibn system? V If not,What in the depth of naturally occurring pervious material's QBHI catioxs r certify that on S! ( � -. _-•(date)Z have,pass od die Sail evaluaior examination n.pproved by the Department of EnvironmentalProtoodon and tharthe above analysis was.portoxMI-,(I'byme consistent with . 'the,requited training,oxpertise and experience described in�10 CLM 15.017. natb Q:0PTICkPE .CV0RM'D0C �Pwa���ray Town of Barnstable I3A"STABLE, I Board of Health 200 Main Street,Hyannis MA 02601 Office: 508-862-4644 Paul J.Canniff,D.M.D. FAX: 508-790-6304 John T.Norman Donald A.Guadagnoli,M.D. January 11, 2019 Mr. Daniel A. Ojala, P.E., P.L.S. Down Cape Engineering 939 Main Street, Route 6A Yarmouth Port, MA 02675 RE 4 S%rleyPointR a�C ntrl a 23.3M.0�04 Dear Mr. Ojala, You are granted variances on behalf of your clients, Mr. and Mrs. Lambert, to repair an onsite sewage disposal system at 14 Shirley Point Road, Centerville, Massachusetts. The variances granted are as follows: Section 397-8 (E) of the Town of Barnstable Code: To install a well 126.5 feet away from a soil absorption system (connected to the main house), in lieu of the 150 feet minimum separation distance required. Section 397-8 (E) of the Town of Barnstable Code: To install a new soil absorption system (for the apartment), 136.7 feet away from the new well, in lieu of the 150 feet minimum separation distance required. These variances are granted with the following conditons: 1) The engineering plan shall be revised to show Lake Wequaquet at elevation 34.8 NGVD (or an equivalent elevation using NAVD), with a five (5) feet minimum vertical separation distance to the bottom of the proposed soil absorption system. 2) The engineering plan shall be revised to show the septic tank relocated approximately five to ten feet away from the edge of the driveway. Q:\WPFILES\Ojala Lambert ShirleyPoint Variances 2018.docx 3) No more than four (4) bedrooms maximum are authorized at this property (three in the main house and one in the apartment) . Dens, study rooms, offices, finished attics, sleeping lofts, and similar-type rooms are considered "bedrooms" according to the MA Department of Environmental Protection. 4) The septic system shall be installed in strict accordance with the revised engineering plans, approved by the Public Health Division. 5) The designing engineer shall supervise the construction of the onsite sewage disposal system and shall certify in writing to the Board of Health that the system was installed in substantial compliance with the revised engineering plans. These variances are granted because the physical constraints at the site severely restrict the location of the septic system due to the limited size of the lot -:and the proximity to the Lake. - ---- Sincerely yours, eaM. can ni ., Cha rma Q:\0jalaLambert ShirleyPoint Variances 2018.docx T IME gj --h DATE {� :'Y $95.00 FEE*: Z BARN9TAB1.E .. a`� Town of Barnstable REC.BY: 71 Fc nnpr X SCHED.DATE: Board of Health ��,;a �0_1��} 200 Main Street,Hyannis MA 02601 Office: 508-862-4644 Paul J.Canniff,D.M.D. FAX: 508-790-6304 Donald A.Guadagnoli,M.D. Junichi Sawayanagi VARIANCE REQUEST FORM LOCATION Property Address: 17 S/>I 1 e- t 0//1 f' I�0 40/ Assessor's Map and Parcel Number: Z ,3 14 Size of Lot: ,ZC Wetlands Within 300 Ft. Yes Business Name: No Subdivision Name: APPLICANT'S NAME: Phone Did the owner of the property authorize you to represent him or her? Yes i/ No PROPERTY OWNER'S NAME CONTACT PERSON Name: o✓r �-0./►'! t' Name: JJaA t 61 t7. 0'at i<� PE PL S Address: ,S�'Itrl• q,O)t esnf" C Address: ,�Dw� Cast ,ACtr^�0 v /, d✓� Phone: Phone:(�ad 34d ` EMAIL: VARIANCE FROM REGULATION(Ind:Rea.code#) REASON FOR VARIANCE(May attach separate sheet if more space needed) d, a, NATURE OF WORK: House Addition Ho a enovation Repair of Failed Septic System Checklist (to be completed by office staff-person receiving variance request application) Please submit first four on list as 5 collated packets. A. Five(5)copies of the completed variance request form B. Five(5)copies of MA DEP approval letters for Innovative/Alternative septic system(when proposing an UA system or secondary treatment unit(S.T.U.). C. Five(5)hard copies of engineered plan submitted(e.g.septic system plans)and one(1)electronic version submitted to email: health@to,,vn.batnstable.ma.us D.Five(5)copies of labeled dimensional floor plans submitted(e.g.house plans or restaurant kitchen plans)and one(1)electronic version. A completed seven(7)page checklist confirming review of engineered septic system plan by submitting engineer or R.S. Signed letter stating that the property or business owner authorized you to represent him/her for this request Applicant must notify abutters by certified mail at least ten days prior to meeting date at applicant's expense(for Title V and/or local sewage regulation variances only). Full menu—Five(5)copies of fitll menu submitted(for grease trap variance requests only). i Fee Submitted*$95.00 for the following variances: 1)New construction, 2) Septic repairs with increase in flows, and 3)New owner/new lessee applying for food, pool or body art variances. Exemptions from Variance Fee: 1) Septic repair without an :. increase in flow and variances granted at the counter,2)Monitoring Plans,and 3)Temporary Food(not a`-variance"). Variance request submitted at least 15 days prior to meeting date VARIANCE APPROVED Paul J.Canniff,Chairman NOT APPROVED Donald A.Guadagnoli,M.D. C:\Users\decol1ik\AppData\Local\Microsoft\Windows\INetCache\Content.Outlook\QDLJENHC\VARIREQ Rev APR 4-. 2018.docx r r 71 • e •N,.'-' COMP..LETETHIS SECTIONON • ■ Complete items 1,2,and 3. A. Signature ■ Print your name and address on the reverse ❑Agent so that we can return the card to you. X, .❑Addressee ■ Attach this card to the back of the mailpiece, B. Recei"ved b (P'nted'Name) C. Date of Delivery or on the front if space permits. ��yQi./ �?G� 1. Article Addressed to: D. Is deliverf address different from item 1? ❑Yes YES,enter del' ery addr ss below: ❑ No 3/ V t t•_� l�*� C A Vill 3. Service Type riority Mail Express® II I IIII�I I'II ill I III I I'III I I'll i I I ll III I I II III ❑Adult Signature ❑Registered Mail ❑Adult Signature Restricted Delivery ❑Registered Mail Restricted Certified Mail® Delivery 9590 9402 3985 8079 0534 54 Certified Mail Restricted Delivery ❑Return Receipt for ❑Collect on Delivery Merchandise ❑Collect on Delivery Restricted Delivery ❑Signature Confirmation f 2, nrticlA Numher__Cfransfer_from_service_labell _._ ❑Signature Confirmation 't 17 018 0680 0 0 0 0 V8 7 4.0 13 3 3 4 M estricted Delivery Restricted Delivery PS Form 3811,July 2015 PSN 7530-02-000-9053 (,, ram- {� Domestic Retu"rn Receipt • US-P.S. # I h,��PS,. �TRAC..,..:;•:. I USPS 9590 9402 3985�8079 0534 54 II United States •Sender:Please print your name,address,and ZIP+4®; i Postal Service I Down Cape Engineering, In(,. 939 Rte 6A - Suite C �I Yarmouth Port MA 02675 �I :r I �rrr�,rr�r.,��1rt�rl�lrlrlrrIII IlUilr fill 01II)>irrflr»>rrlrrljr fI ■ Complete items 1,2,and 3. Atn ure ■ Print your name and address on the reverse X gent to that we can return the card to you. ❑Addressee ■ Attach this card to the back of the mailpiece, B. Re ive y(Prin ed Name) C: Date of Delivery or on the front if space permits. 1. Article Addressed to: D. Is delivery address different from item 1? ❑Yes If YES,enter.delivery addresT5-elbw.d ❑ No I � 3. Service Type i,>�� [.priority Mail Express® II IIIIII IIII III I III I I I III I III I I I II I I IIII(III ❑Adult Signature ^Registered Mail'" ❑Adult Signature Restricted Delivery ❑Registered Mail Restricted Certified Mail® Delivery 9590 9402 3985 8079 0534 85 Certified Mail Restricted Delivery ❑Return Receipt for ❑Collect on Delivery Merchandise 2. Article Number(Transfer from service label) ❑Collect on Delivery Restricted Delivery Signature ConfirmationT" ❑Signature Confirmation 016 0 6 6 01�' 0 0 8'7 i 0 t t3 365 all Restricted Delivery Restricted Delivery ,PS Form 3811,July 2015 PSN 7530-02-000-9053 � Domestic Return Receipt Ues.I<i G# ' First-Class Mail Postage&Fees Paid USPS Permit No.G-10 li. 9590 9402 3985 8079 0534 85 United States •Sender:Please print your,name,address,and ZIP+4®in this box• I Postal Service I I Down Cape Engineering, Inc. 939 Rte 6A- Suite C Yarmouth Port MA 02675 I I I I I - E� 1! � , t I l� Irf► r illl, lli�l ilt � ��1 ,t,111�� SENDER: COMPL8TE THIS SECT19N,, COMPLETETHIS SECTION ON DELIVERY ■ Complete items 1,2,and 3. A. Sig ture ■ Print your name and address on the reverse ❑Agent so that we can return the card to you. ❑Addressee ■ Attach this card to the back of the mailpiece, B. Received by inted Name Date of Delivery or on the front if space permits. 1. Article Addressed to: D. Is delivery address different from item 1? ❑Yes If YES,enter delivery address below: ❑ No Itce A- - 0�6,�d 3. Service Type ❑Priority Mail Express® II I IIIIII III I'I I III I I�III�I III I I I II I II�I�I III ❑Adult Signature ❑Registered Mail TM duff Signature Restricted Delivery ❑Registered Mail Restricted ertified Ma l0 Delivery 9590 9402 3985 8079 0534 47 C ertified Mail Restricted Delivery El Receipt for ❑Collect on Delivery Merchandise ElCollect on Delivery Restricted Delivery ❑Signature ConfirmationTM 2. Art'^��-^I„mhar_/Transfer from seryiCe label) n_i �,.od_MaJ ❑Signature Confirmation 1} t t'7 018 0 6 8 0 t O D O 0 B 7 4 0 3327 `icted Delivery Restricted Delivery PS Form 3811,July 2015 PSN 7530-02-000-9053 Domestic Return Receipt I USPS TRACKING# First-Class Mail Postage&Fees Paid USPS I Permit No.G-10 I I 9590 940�-145`,8079 0534 47 United States •Sender:Please print your,name,address,and ZIP+4®in this box* Postal Service Down Cape Engineering, Inc. 939 Rte 6A- Suite C Yarmouth Port MA 02675 'liflr PI )I -lilt-III III,11�1111,.l+1111111111/110OH111r1,i+111 � . ,.SENDER: COMPLETE Tli!S�SEcTION COMPLETE TIWS SECTION';ON DELIVERY ■ Complete items 1,2,and 3. A. Signature c li- ■ Print your name and address on t revers X��n� ❑Agent so that we ph.return the card t you:/" ❑Addressee r Attach this card to the back of I e ailpiec B. Received by(Printed-Name) C. Date of Delivery or on the front if space permits. � 1. Article Addressed to: D. Is delivery address different from item 1? ❑Yes YES enter delivery address S o �,� �p e rn i 3. Service Type II I'lll'I IIII III I III I I I III' III I I I II I rty fi'Expe ss®® r❑Adult Signature ed' ail ❑Adult Signature Restricted Delivery El Registered Mail Restrict ed Certified MaU® Delivery 9590 9402 3985 8079 0534 78 Certified Mail Restricted Delivery ❑Return Receipt for ❑Collect on Delivery Merchandise 2. article-Number_Mansfer,from service label) O Collect on Delivery Restdpted Delivery 11 Signature ConfirmationTM ❑Signature Confirmation t ti 7 018 k 0 6�8 0 1 0 0 0 8 7 40 3358 lestrieted Delivery Restricted Delivery PS Form 3811,July 2015 PSN 7530-02-000-9053 V�. { Domestic Return Receipt Flrst-Class Mail Postage&Fees Paid USPS Permit No.G-10 9590 9402 3985 8079 0534 78 _ I United States •Sender:Please print your name,address,and ZIP±4®in this box" Postal Service I Down Cape Engineering, Inc. 939 Rte 6A -Suite C Yarmouth Port MA 02675 I I l,ii,I,,,,Flf:ill''I'!tlli=lllii,-Ilh Ili°I'!i'lilillf,iiflitillil Pcistal Servic le TM CERTIFIED; o iRECEI . 'n DoMeStic Mail • 0 Pertified Mail Fee $ 3 .NS �%' � Extra Services&Fees(check box,add fe ❑Return Receipt(hardtop» $O C3 ❑Return Receipt(electronic) $ Postmark 0 Certified Mail Restricted Delivery $ r/._,�_p_ C3 ❑Adult Signature Required $ ay []Adult Signature Restricted Delivery$ p Postage Q Total Postage and Fees .. � $ cO Sent To �Q Y r O Sheets WWf No.,or' a ff.- �`A--------------------\"---- •--------- N I City$fate,7IP+4e---------------------- ---------------------- wfi :•r t rr rrr•r. Certified Mail service provides the following benefits: ■A receipt(this portion of the Certified Mail label). for an electronic return receipt,see a retail ■A unique identifier for your mailpiece. associate for assistance.To receive a duplicate ■Electronic verification of delivery or attempted return receipt for no additional fee,present this delivery. USPS®-postmarked Certified Mail receipt to the in A record of delivery(including the recipient's retail associate. signature)that Is retained by the Postal Service'" Restricted delivery service,which provides for a specified period. delivery to the addressee specified by name,or to the addressee's authorized agent. Important Reminders: -Adult signature service,which requires the - ■You may purchase Certified Mail service with, signee to be at least 21 years of age(not First-Class Mail®,First-Class Package Service®; available at retail). or Priority Mail®service. _ rAdult signature restricted delivery service,which ■Certified Mail service is notavailable for requires the signee to be at least 21 years of age international mail. and provides delivery to the addressee specified; ■Insurance coverage is notavallable for purchase by name,or to the addressee's authorized agent with Certified Mail service.However,the purchase (not available at retail). of Certified Mail service does not change the ■To ensure that your Certified Mail receipt is insurance coverage automatically included with accepted as legal proof of mailing,it should bear a, certain Priority Mail items. ' , USPS postmark.If you would like a postmark on. ■For an additional fee,and with a proper this Certified Mail receipt,please present your endorsement on the mailpiece,you may request Certified Mail item at a Post Office'for the following services: +postmarking.If you don't need a postmark on this -Return receipt service,which provides a record Certified Mail receipt,detach the barcoded portion of delivery(including the recipient's signature). of this label,affix it to the mailpiece,apply You can request a hardcopy return receipt or an'"appropriate postag$;and deposit the mailpiece.' electronic version.For a hardcopy return receipt, complete PS Form 3811,Domestic Return Receipt,attach PS Form 3811 to your mailpiece; IMPORTANT.Save this receipt for your records. Ps Form 3800,April 2O15(Reverse)PSN 7530-02-000-9047 Postal CERTIFIED o R ECE IPT ru DomesticMail • � � For delivery information;visit our.website at wwwxsps.comll.�� p OFFICIAL USE r Certified Mail Fee 1J $ 7J_ Extra Services&Fees(check box,ad V a date) o ❑Return Receipt(hardcopy) $ r3 ❑Return Receipt(electronic) $ W (_ ❑Certified Mail Restricted Delivery $ , C3 ❑Adult Signature Required $ �� 8 e ❑Adult Signature Restricted Delivery 1LJ Postage � $ I 0 Total Postage and Fees $ ��� 7 Sent To pK-- IVf - ------------------------------------------------ N Street andApt.No.,or P(3 Box N~o.� airy Stale.ZIP+4e----------------------------------------- 11 T - PS Form 3800,April 2015 PSN 7530w02-060-9047 See Reverse for instructions Certified his Maporfiil lose service Certified proMail vides the afollowing n electronic r benefits:seeretail ■A unique identifier for your mailpiece. associate for assistance.To receive ag1uplicate ■Electronic verification of delivery or attempted return receipt for no additional fee,present this delivery. USPSO-postmarked Certified Mail receipt to the al A record of delivery(including the recipient's retail associate. signature)that is retained by the Postal Service'" Restricted delivery service,which provides for a specified period. delivery to the addressee specified by name,or to the addressee's authorized agent. Important Reminders: Adult signature service,which requires the ■You may purchase Certified Mail service with signee to be at least 21 years of age(not First-Class Mail®,First-Class Package Service®, available at retail). r or Priority WHO service, Adult signature restricted delivery service,which •Certified Mail service is notavailable for requires the signee to be at least 21 years of age international mail. and provides delivery to the addressee specified ■Insurance coverage is notavailable for purchase by name,or to the addressee's authorized agent with Certified Mail service.However,the purchase (not available at retail). of Certified Mail service does not change the ■To ensure that your Certified Mail receipt is insurance coverage automatically included with t accepted as legal proof of mailing,it should bear a certain Priority Mail items. ; USPS postmark.If you would like a postmark on ■For an additional fee,and with a proper this Certified Mail receipt,please present your endorsement on the mailpiece,you may request Certified Mail item at a Post Office'for the following services: _ 'postmarking.If you don't need a postmark on this -Return receipt service,which provides a record Certified Mail receipt,detach the barcoded portion. of delivery(including the recipient's signature). of this Igbel,affix it to the mailpiece,apply You can request a hardcopy return receipt or an appropriate postage,•and deposit the mailpiece. electronic version.For a hardcopy return receipt, complete PS Form 3811,Domestic Return Receipt,•attach PS Form 3811 to your mailpiece; IMPORTANT.Save this receipt for your records. PS Form 3800,April 2015(Reverse)PSN 7530-02-000-9047 Postal[ CERTIFIED a . m .. Only mFor delivery information,visit ourwebsite at www.usps.cbm". a Certified Mail Fee ,�S Extra Services&Fees(check box,add A4WBpp ate) o ❑Return Receipt(hardcopy) $ 0 ❑Return Receipt(electronic) r $ ,.!�-C�'�'Postmark � ,❑Certified Mail Restricted Delivery $ > >; t _� Here I 0 ❑Adult Signature Required $ ! C-�•�� i�+�� ❑Adult Signature Restricted Delivery$ 0 Postage ( t � • $ CJ Total Postage and Fees $ (✓ ,.i CO Sent To ra --- -------------- � Street andApt.No.,of P�$oz 110------------------`-- �------------ - 6 City,State,ZIP+4b------------------------------------------ � :rr April 2015rr rrr•r. Certified Mail service provides the following benefits: ■A receipt(this portion of the Certified Mail label). for an electronic return receipt,see a retail ■A unique identifier for your mailpiece. associate for assistance.To receive a duplicate ■Electronic verification of delivery or attempted return receipt for no additional fee,present this delivery. USPS®-postmarked Certified Mail receipt to the ■A record of delivery(including the recipient's retail associate. signature)that is retained by the Postal Service- Restricted delivery service,which provides for a specified period. delivery to the addressee specified by name,or Important Reminders: to the addressee's authorized agent: F Adult signature service,which requires the ■You may purchase Certified Mail service with signee to be at least 21 years of age(not First-Class Mail®,First-Class Package ServiceO, . ;available at retail). or Priority Mail®service. 1 -Adult signature restricted delivery service,which, ■Certified Mail service is notavailable for requires the signee to be at least 21 years of age international mail. and provides delivery to the addressee specified ■Insurance coverage is notavailable for purchase by name,or to the addressee's authorized agent with Certified Mail service.However,the purchase (not available at retail). of Certified Mail service does not change the ■To ensure that your Certified Mail receipt is insurance coverage automatically�.included with accepted as legal proof of mailing,it should bear a certain Priority Mail items. 1 ,.3 USPS postmark.If you would like a postmark on ■For an additional fee,and with a proper " this Certified Mail receipt,please present your endorsement on the mailpiece,you may request Certified Mail item at a Post Office-for the following services: % 'postmarking.If you don't need a postmark on this -Return receipt service,which provides a record Certified Mail receipt,detach the barcoded portion of delivery(including the recipient's signature). of this label,affix it to the mailpiece,apply You can request a hardcopy return receipt or an appropriate postage,and deposit the mailpiece. electronic version.For a hardcopy return receipt, r complete PS Form 3811,Domestic Return Receipt,.attach{PS�Form 3811 to your mailpiece; IMPORTANT.Save this receipt for your records. PS Form 3800,April 2015(Reverse)PSN 7530-02-000-9047 Postal o RECEIPT. Domestic Mail Only la Im Im . C3 OFFICIAL USE I NCertified Mail Fee , $ K� Extra Services&Fees(check boxy add es ap pnate) ❑Return Receipt(hardoop» $ 0 ❑Return Receipt(electronic) $ Postmark r3 ❑Certified Mail Restricted Delivery $ j Here 1-3 ❑Aduh Signature Required $ I r ❑Adult Signature Restricted Delivery$ _ o Postage �� rZlr �� � 0 Total Postage and Fees r ��jl � $ O 43 Sent To C �/r,/ � --it/4----- ------------------------- C --- - - Street andApt No.,or P t3ox Ffo. N Ciry$fate,ZIP+4e---------------------------------------------f �11N PS Form :.r April 2015rr rrr.r, See f-Reverse Certified Mail service provides the following benefits: 1 ■A receipt(this portion of the Certified Mail label). for an electronic return receipt,see a retail ■A unique identifier for your mailpiece. associate for assistance.To receive a duplicate ■Electronic verification of delivery or attempted return receipt for no additional fee,present this delivery. 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PS Form 3800,April 2015(Reverse)PSN 7530-02-000-9047 ` Pbstal Se rvice TM CERTnEb o . m Domestic Mail Only. m For delivery,information,visit our website at www.usps.comll. m o Certified Mail Fee �( f� $ 3. Extra Services&Fees(check box,ad asap ate) O ,❑Return Receipt(hardcopy) ❑Return Receipt(electronic) $ PJere ❑Certified Mall Restricted Delivery $r3 ❑Aduh Signature Required , $Adult Signature Restricted Delivery$ C3 PostageCO 0 Total Postage and Fees IS � Sent To `�M M1O street anifApt:No.;of Vt3 B z No ------------------ --------------------/----- City,State,ZIP+4e------------------------- ------------ --- :.r r r• rrr•r• Certified Mail service provides the following benefits: •A receipt(this portion of the Certified Mail label). for an electronic return receipt,see a retail ■A unique identifier for your mailpiece. associate for assistance.To receive a duplicate ■Electronic verification of delivery or attempted return receipt for no additional fee,present this delivery. USPS®-postmarked Certified Mail receipt to the ■A record of delivery(including the recipient's retail associate. signature)that is retained by the Postal Service' Restricted delivery service,which provides for a specified period. delivery to the addressee specified by name,or to the addressee's authorized agent Important Reminders. Adult signature service,which requires the ■You may purchase Certified Mail service with 1° .1 'signee to be at least 21 years of age(not- Frst-Class Mail®,First-Class Package Service®,u• available at retail). or Priority Mail®service. .-Adult signature restricted delivery service,which ■Certified Mail service Is notavailable for requires the signee to be at least 21 years of age Intemational mail. and provides delivery to the addressee specified ■Insurance coverage Is notavailable for purchase by name,or to the addressee's authorized agent with Certified Mail service.However,the purchase (not available at retail). of Certified Mail service does not change the ■To ensure that your Certified Mail receipt is Insurancecoverage automatically included with accepted as legal proof of mailing,it should bear a' certain Priority Mail items. ,USPS postmark.If you would like a postmark on ■For an additional fee,and with a proper this Certified Mail receipt,please present your endorsement on the mailpiece,you may request, Certified Mail item at a Post Office-for the following services: postmarking.If you don't need a postmark on this Return receipt service,which provides a record Certified Mail receipt,detach the barcoded portion of delivery(including the recipient's signature), of this,label,affix It to,the mailpiece,apply You can request a hardcopy return receipt or an appropriate postage,and deposit the maiiplece. electronic version.For a hardcopy return receipt, complete PS Form 3811,Domestic Return Receipt;attach FS Form 3811 to your mailpiece; IMPORTANT:Save this recelpt for your records. Ps Form 3800,April 2015(Reverse)PSN 7530-02-000.9047 tel. (508)362-4541 939 main street rt 6a fax(508)362-9880 yarmouth port mass 02675 down cape engineering, inc land court civil engineers&land surveyors Daniel A.Ojala,P.E.,P.L.S. surveys Arne H.Ojala,P.E.,P.L.S. Daniel E.Gonsalves,E.I.T.,S.E. structural design Craig J.Ferrari,E.I.T.,S.E. .site planning November 20, 2018 sewage system designs Barnstable Board of Health 200 Main Street inspections Hyannis, MA 02601 permits Dear Board Members: Attached please find a site plan showing a proposed septic upgrade design for the existing garage at 14 Shirley Point Road in Centerville. We are requesting variances under the Barnstable Health regulation of a reduction in setback from the proposed leaching facility to the proposed well (150' to 136.7') and from the proposed leaching facility to the existing well (150' to 126.5.') and Title 5 15.253(c) adjacent leaching area to be less than 2X the effective width(25.7' TO 10.5'). Both wells are upstream of the proposed leaching facility and we have placed the proposed leaching facility as far from these wells as possible. We have provided a liner between the existing and proposed leaching chambers. We feel that by granting these separation variances the same degree of environmental protection can be obtained without the strict adherence to the Town of Barnstable and Title 5 Regulations. Very truly yours, f Daniel A. Ojala, PE, PLS Down Cape Engineering, Inc. AbutterReport Page 1 of 1 Board of Health Abutter List for Map & Parcel(s): '233004' Direct abutters (no set distance) and the properties located across the street. Total Count: 7 Close Map&Parcel Ownerl Owner2 Addressl Address 2 Mailing Country Deed CityStateZip 233003 ANTHONY,ROBERT W 104 OLD STAGE RD CENTERVILLE,MA 18398/236 &MARY ANN 02632 233004 LAMBERT,SAUNDRA 14 SHIRLEY POINT RD CENTERVILLE,MA 02632 11803/321 233005 CHILDS,RANDOLPH& 34 SHIRLEY POINT RD CENTERVILLE,MA g521/255 LORETTA 02632 233006 CHILDS,RANDOLPH& 34 SHIRLEY POINT RD CENTERVILLE,MA 8521/255 LORETTA 02632 233007 WEBB,DONALD R NICKULAS,LARRY D 178 ANNABLE POINT CENTERVILLE,MA 14041/304 ROAD 02632 233010 HERMITAGE,JAMES& 38 ALDANA RD HALIFAX,MA 20762/270 SARAH ALMY- 02338 233011 RAMBO,SHELLY& 74 NYES NECK ROAD CENTERVILLE,MA 30971/152 YUILLE,MICHAEL 02632 This list by itself does NOT constitute a certified list of abutters and is provided only as an aid to the determination of abutters.If a certified list of abutters is required,contact the Assessing Division to have this list certified.The owner and address data on this list is from the Town of Barnstable Assessor's database as of 11/6/2018. http://maps.townofbamstable.us/arcims/appgeoapp/AbutterReport.aspx?type=BOH 11/6/2018 tel. (508)362-4541 939 main street rt 6a fax(508)362-9880 yarmouth port mass 02675 down cape engineering, inc land court civil engineers&land surveyors Daniel A.Ojala,P.E.,P.L.S. surveys Arne H.Ojala,P.E.,P.L.S. Daniel E.Gonsalves,E.I.T.,S.E. structural design Craig J.Ferrari,E.I.T.,S.E. November 12, 2018 site planning Dear Abutter: sewage system designs A public hearing has been scheduled for the Barnstable Board of Health to take action on a request for variances from the Title 5 Regulations and from Town of Barnstable inspections Regulations for the subsurface disposal of sewage for the proposed Title 5 septic system at 14 Shirley Point Road, Centerville. The variances requested are as follows: permits Reduction in setback existing SAS to proposed well ( 150' to 136.7' ) Reduction in setback proposed SAS to proposed well ( 150' to 126.5' ) Said hearing will be held in the Hearing Room 300, 367 Main Street, Hyannis, November 27, 2018 at 3:00 pm. Plans and the application describing the proposed activity are on file at the Board of Health office, 200 Main Street, Hyannis. It is recommended to check with the Health Department to confirm date and time if you are interested in attending. Sincerely, Daniel A. Ojala, PE, PLS Down Cape Engineering, Inc. Cc: Abutters file Barnstable Board of Health Town of Barnstable Geographic Information System November 6, 2018 23-4018800 234017 214074X02 214042T00 234018f00 #0-,,- 234004B00 234D05B00 #116 4044T00 #152 214 1002, #0 2 603B00 F 152 #132. 2#0014 QO 23400 SB`00 234009B00 #31 #:128 w3 t , #76 234010BOo 214045T00' 0- 214043T00 #2 // #160 l •234008B00 ® #660' #110 #138 .214041T01 23400100.1 #277 #232 234001002 ;234003T00 234MXT00 #•84 234005T00 #222 234070 #16 #'152 #132 23#0064 00 #2T6 234007T00 __ 234010T00 234072, T P M S A #96 234009T00 #66 #176 234008T00 #76 234091 _ 233065 '-*84 #56 234071� #153 #190. G® 233057 0 233008 233062 #123 233056 233055 a #6 #,179 #"107 #91 233053 233052 233054 233070 #g3 #30 233013 233009 #.40 233068 233014 . r .;233010 •.•: 233067 #22 #44 233016 %113011 .233011 233066 #50 89 #74 #10D ® 233069 233019 233D16' #:11 #� #58 213010 233006 ? 233020 233017 233004 #27 #60. 233022001. #130 233018 - 233005 ... 233003. �:• 34 #141 •;9s 233022002 #146 233023 233002006 #10 0 131 Feet #175 233002003 233002005 #219 #205 DISCLAIMERS:This map is for planning purposes only. It is not adequate for legal Map:233 Parcel:004 Board of Health boundary determination or regulatory interpretation. Enlargements beyond a scale of Selected Parcel W+ 1"=100'may not meet established map accuracy standards. The parcel lines on this map Abutter List Type-Direct abutters(no set distance)and the properties located ,..;•::;, are onlygraphic representations of Assessor's tax parcels. The are not true property across the street. Abutters 9 P P P Y P P Y boundaries and do not represent accurate relationships to physical features on the map r r* such as building locations. Buffer e.;�">.r" � r i tel.(508)362-4541 939 main street rt 6a fax(508)362-9880 yarmouth port mass 02675 down cape engineering, inc land court civil engineers&land surveyors 9Daniel A.Ojala,P.E.,P.L.S. surveys Arne H.0jala,P.E.,P.L.S. Daniel E.Gonsalves,E.I.T.,S.E. structural design Craig J.Ferrari,E.I.T.,S.E. i site planning November 7,2018 sewage system designs Re: 14 Shirley Pont Road inspections To the Barnstable Board of Health permits i I hereby give my permission for Down Cape Engineering to represent me at 1 the upcoming Board of Health meeting. i 1 . I P Owner/legal epresentative date { 7 {1 F tttt[i `V 1 i I I IEE 1 I [rftj McKean, Thomas From: Miorandi, Donna Sent: Tuesday, November 20, 2018 9:24 AM To: slopez@downcape.com' Cc: McKean, Thomas; Stanton, David Subject: RE: 14 Shirley Point sieve Hi Sue: Thanks! This email copy is fine. However, in further discussion since yesterday with Dan I have talked to staff and you will need a variance for separation of trench to trench. The existing SAS is called out as a leaching trench on the plan and the new leaching chamber is a chamber which requires twice the effective width or depth whichever is greater. Thanks for the sieve analysis. I shall put it with-the folder for staff review tomorrow. I will not be in attendance so I am copying Tom and David on this. Donna From: slopez(adowncape.com [ma i Ito:slopez@downcape.com] Sent: Tuesday, November 20, 2018 9:07 AM To: Miorandi, Donna Cc: Danny - DCE Subject: 14 Shirley Point sieve Good morning Donna, attached please find the sieve results for 14 Shirley Point. I will send a hard copy today if needed. Sue Lopez Down Cape Engineering, Inc. 939 Main Street Suite C Yarmouth Port, MA 02675 508-362-4541 ext. 100 slopez@downcape.com 1 Miorandi, Donna From: Miorandi, Donna Sent:. Friday, November 30, 2018 12:21 PM To: HeathDeptMailbox Subject: Variance application and BOH approval Just an FYI that I have reviewed the revised plans.after the approval by BOH on Nov. or 14 Shirley Point Road, Centerville. One item I have noticed is that they will be putting in a new well and if I am correct we generally don't do final approval for a septic permit until we have the Well Permit construction and completion done. Thanks! Donna P.S. I shall leave the three revised plans on Tom McKean's desk. Don't know where else I should put them. Perhaps the street file until all this happens but for now on Tom's desk. 1 IV. Variance — Septic: A. Peter McEntee, Engineering Works, representing Robert Holley, owner— 90 Holly Lane, Centerville, Map/Parcel 229-017, 9,481 square feet parcel, repair of failed septic system, requesting multiple variances. GRANTED ONE OF TWO STATE VARIANCES WITH CONDITIONS, The Board voted to grant the 10' variance, S.A.S. to crawl space, for a 10' setback, with the following conditions: 1) will eliminate the "Y" (180 ° turn in pipes leading to tank), 2) must have the 5' separation between high groundwater and bottom of S.A.S., and 2) allowance of staff to approve revised plan at the counter. (NOTE: Denied the variance of 1' reduction to the required.5' separation between ig groun wa aC11 9toz of S.A.S. for 4' of searatic B. Daniel Ojala, Down Cape Engineering, representing Ed Lambert, owner— 14 Shirley Point Road, Centerville, Map/Parcel 233-004, 38,200 square feet parcel, separate septic system, requesting two setback variances. GRANTED WITH CONDITIONS: The Board voted to grant the variances with the following conditions: 1)move the tank 5' away from end of driveway, and 2)revise to show 5' above 33.8 groundwater. V. Septic — Monitoring: A. Winston Steadman, All Cape Environmental Services, representing Ann and Kathleen Beauchamp, owners of 18-20 Sunset Avenue, Centerville, Map/Parcel 226-171, requesting reduction to seasonal use for both operating & maintenance and sampling. GRANTED The Board granted a reduction to twice a year due to seasonal use. B. Diane Mahoney, owner— 373 Scudder Avenue, Hyannis, Map/Parcel 288-196, requesting a reduction in operating and maintenance requirement for their retrofit septic system. GRANTED The Board granted a reduction due to the eight good test results. VI. Clarification of Bedroom Count: Attorney John Kenney representing Damon and Natalie Fieldgate, owners — 67 Lakeside Drive East, Centerville, Map/Parcel 252-096, to clarify bedroom count. DISCUSSION: The Board expressed that they would like to see the owners put in an I/A system if it is to be upheld as a 6 bedroom. Attorney Kenney said he will - check with his clients and see if they are filling to put in an I/A system. -(If not, the -- discussion will continue.) Page 2 of 3 BOH 11/27/18 IOL,4 A/ (A)67- J M c r ___-- _._____�. 1 r � 1 ' �� � �,, 1 �' f ./-� � � sa=ro -t I -P I / l l l IX CN Fi 7� tii I- 10 "» dS ooiY oo°, / 0 00 o o I o a° W/ / / / / / kb xto \ I kgh -48 o�' r ilk 49- i -IN I 418 O r mow.e"^.�'; +as. �`=d s'�'�i<. :: �' r.t� �• � _,�.�"�S4'- ._�` ''��`'r-'-YP,-.�S`i t,_,�,'d,�,.�. ,��'«•� � 3.. �;yr-�r =••`i. _...t�,..,�..rr` tiG,.,�•,� x �. ",��,�f.:.1 July 31, 2018 Mr. Tom Mckean Town of Barnstable Public Health Division =" 200 Main Street <D Hyannis, MA 02601 Re: Affidavit for four bedrooms at 14 Shirley Point Road, Centerville, MA Dear Mr. Mckean: Attached please.find plans and evidence of four bedrooms at the subject location. The main house was built in 1931-1932 and has three bedrooms. Two are located on the main floor and one downstairs. As you can see from the"Zoning Analysis"prepared by Ralph Crossen in 2010, the detached garage/apartment/bathroom has been there since 1939. This clearly shows four bedrooms on the property for many years. Thank you for your attention to this matter. Yours truly, Saundra Lambert s� kam,4At Edward Lambert I I \ .o +v x \ ;\\ OAK OAK •�9C/ WN 7..OAK �/"OAK \12 HOLLY — �—'•— __ `, 8"OAK \Q // —__— • ``\ �� O �j d/ /� .;�-,1i"PINE \ r 1 / i\ l r /h/ OAK—\\ •'�� \� 16vAE, \ 1 I ` °a\ 10"OAK` XN, \ 6"6AK 12'IPINE mr\ i•°p2r i •�\ 1:0\ADPINE \\ \ .� 1 \ la°PINE• `\ I\ \ j \\ '�m\\ \\ \ 16\PINE 1 \ \ \\ \ \ IB°PINE 16"0EADPINE10 \ \�a `\ I /•�r �` 12"OA WINE PINE • \ \ ` \ / / f SPRUCE k •{ / \ `To \ I 1 \ / // . �\ \ ' 12°ASH / / 10 8°OAK10,OAK \ •spa 1 1 / IO"ASF/ \ I LLY \TWIN 120AK \ \ \ \ \ \ • I I /16"PINE \ \ \•` � '� \ 1 1 \ \ \ II 1 ��11 I I \ I I \ \ \ GOYI�O'\\ .PINE \ I 14„PIE I \\ \\ \` •16"LOCUST C8 FND. I \ ' - `• I •$i / \ �� k\ N -55'00 bC Ll ZL -�r cgs TC�U� UZ� Z -_GARAG _ LOT ' LOT 21 DECK 21-0 2 p -34. 0'_ �. - 00- '' LOT 23 ' 5 p0 �a5 WE Q UA��� NomE . I.LOT S'H_Af E' FROAf ASSESSORS MAP 233 AK 2.FOSITION OF HOUSE CANNOT BE DETERMINED L W2'71IOUT AA' INSTRUMENT SURVEY. 3.A FULL INSTRUAbfENT SURVEY OF 7HE PERIrIIETER AND PLAN FOR RECORDING SHOULD BE PREPARED. RES. ZONE- 'RD-1" This MORTGAGE IN'SPEC'1ION Ban is For FLOOD %ONE.• "C" tin)•; Ilse Unl TOWN: _CEIVTERVILLE ____ ____ REGISTRY OWNER: D0IVALD _P._MCKEAG__ __________ DEED REF: _ 10027�334 -__-_--_-_BUYE.R: SAUNI�RA LAL4f ERT ET AL ________ -- DATE: _4���R6 ................ PLAN REF: _t53-------------------SCALE:1,,_-40'---FT.-- I HEREBY CERTIFY TO CAPE'_C'OD_CO_OPERATIVF,_-�_A1VK. ��.. , IT'S SUCCESSORS_ANDjR ASSIG_NS_THAT THE BIJIL,DiNG �'•-� �.. YANKEE SURVEY SHOWN ON THIS PLAN IS LOCATED ON THE GROUND AS CONS jJI_,jA(\ [S SHOWN AND THAT ITS POSITION DOES CON1 01:14xti' P;IJL TO THE ZONING LAW SETBACK REQUIREMENTS O1' THE .rt � ' 40B (SUITE 1) TOWN OF ____ _____ �;9�R�THEW B-96STABLE--_ __ __AND THAT No, 32096 Q . INDUSTRY ROAD IT DOES_ NOT _ LIE WITHIN THE SPECIAL FLOODHAZARD , q p �y° MARSTONS MILLS, MA. 02648 f AREA AS SHOWN ON THE H.U.D. MAP DATED. 8_/19/85 �;s� GISTO, oe TEL: 428-0055 Conm u t -Panel # 250001 0005 C °NA1 LAVA FAX: 428-5553 _ :PHIS PLAY NO'f ?�fi E FROM AN TRUkIENT PA L R)A. METF0v, PLS URVIY, NOT TO USrD FOR F FNCES. ETC. 18710 Official Website of The Town of Barnstable - Property Lookup Page 1 of 4 Select Language 1 Assessing Division Property Lookup Results - 2018 367 Main Street,Hyannis,MA.02601 <<BACK TO SEARCH<< t° Print Owner Information-Map/Block/Lot:233 1 004/-Use Code: 1010 Owner Owner Name as of 111/17 LAMBERT,SAUNDRA Map/Block/Lot GIS MAPS 14 SHIRLEY POINT RD 233/004/ Property Address CENTERVILLE,MA.02632 14 SHIRLEY POINT ROAD Co-Owner Name Village:Centerville Town Sewer At Address:No GIS Zoning Value:RD-1 Assessed Values 2018-Map/Block/Lot:233/004/-Use Code:1010 T 2018 Appraised Value 2018 Assessed ValuePast Comparisons Building $124,800 $124,800 Year Assessed Value Value: Extra $37,600 $37,600 2017-$640,300 Features: 2016-$636,200 2015-$650,000 2014-$650,600 Outbuildings:$14,700 $14,700 2013-$651,400 2012-$817,400 2011-$826,000 Land Value: $471,500 $471,500 I2010-$826,400 2009-$1,084,200 2018 Totals $648,600 $648,600 2008-$1,127,400 2007-$1,126,200 Residential Exemption Received=$93,229 Tax Information 2018-Map/Block/Lot:233/004/-Use Code:1010 Taxes C.O.M.M.FD Tax(Commercial) $0 C.O.M.M.FD Tax(Residential) $1,044.25 Fiscal Year 2018 TAX RATES HERE Community Preservation Act Tax $160.11 Town Tax(Commercial) $0 Town Tax(Residential) $5,337.12 I i $6,541.48 i http://www.townof barnstable.us/Assessing/propertydisplayscreen 18.asp?ap=0&searchparc... 7/26/2018 i Official Website of The Town of Barnstable - Property Lookup Page 2 of 4 Sales History-Map/Block/Lot:233/004/-Use Code:1010 History; Owner: Sale Date Book/Page: Sale Price: LAMBERT,SAUNDRA 1998-10-30 11803/321 $1 LAMBERT,SAUNDRA&GEORGE,THOMAS N1996-04-15 10149/163 $282000 MCKEAG,DONALD P 1996-01-15 10027/334 $100 CUTTING,ROGER 1994-04-15 P1139EP1 $0 MCKEAG,DONALD P&PATRICIA 1994-04-15 9161/135 $225000 CUTTING,ROGER 1994-04-15 9161/134 $1 CUTTING,ROGER 1955-10-17 922/513 $0 Photos 233/004/-Use Code:1010 � y Sketches-Map/Block/Lot:233/0041-Use Code:1010 6 . rs fin'" Z,WDK 2. i AsBuilt Card N/A j Constructions Details-Map/Block/Lot:233/004/-Use Code:1010 Building Details � Land Building value $124,800 Bedrooms 3 Bedrooms USE CODE 1010 f Replacement Cost $208,045 Bathrooms 2 Full-1 Half Lot Size 0.92 I (Acres) Model Residential Total Rooms 7 Rooms Appraised $471,500 Value Style Ranch Heat Fuel Oil Assessed $ Value 471,500 Grade Average Heat Type Hot Water Plus Year Built 1931 AC Type None III Effective 40 Interior HardwoodCarpet depreciation Floors Stories Interior Walls Drywall http://www.townofbamstable.us/Assessing/propertydisplayscreenl 8.asp?ap=0&searchparc... 7/26/2018 ZONING ANALYSIS 14 Shirley Point Rd Centerville, Mass March 2010 c Ralph Crossen 18 Woodridge Rd E Sandwich, Mass.02537 0- -- 508-922-3195 Cc) The question in this case concerns the detached building on the property that contains a garage and living space.The living space is a complete dwelling unit with one bedroom.The research here first looks at the zoning history affecting this parcel, and finally a look at the construction in order to determine the age of construction. Zoning in Barnstable began in 1929 when the town passed Article 7 at Town Meeting. This first zoning article essentially said that residential districts shall remain residential and commercial areas shall remain commercial. It did not specify if a residential district could have a guest house or not. In 1948 the first bylaw was passed stipulating an area as single family use only. This pertained to Osterville only,but the bylaw served as a footprint for other areas to follow suit. In 1949 Article 75 of Town Meeting was passed covering Hyannisport and in 1950 Article 68 passed establishing zoning in Centerville.This bylaw took effect on August 21, 1950 after it was certified by the Attorney General.This Centerville zoning amendment,for the first time,placed the subject home in a single family district. There was, as in past bylaws,a grandfathered provision for pre-existing non-conforming uses and structures that legalized situations such as this one. The assessor's records of this parcel show that the garage building was built in 1931 along with the main house.There are no building permits of record after the original construction.The building measurements are approximately 22x45 today and while older assessors'records show differing dimensions,a building inspection is the only way to rectify the different data. A detailed building inspection was conducted on 4-1-10 to see if there is evidence of an addition being added to the garage after the garage was originally constructed. The inspection results conclude with an expert opinion as to the age of the living unit in the rear of that garage. The building foundation is constructed with concrete masonry units on a trench footing.The block pattern is traditionally laid in an interlocking pattern with no break or seam that would indicate a subsequent construction project.The mortar used appears to be the same color and thickness which would indicate that the same mason laid the block at the same point in time.The rear of the structure is built into the side of a hill so the foundation is stepped up as it goes into the higher grade.The age of the block is hard to determine,but usually block placed years later can be picked out quite easily just by the appearance and block color and quality. These block show no difference in age from the front of the building to the rear. 1 f T.' rr a e s.; b7lui i x _ w t j. 161 fi M The framingis 2x4s 16 inches ,s on center with a double top plate and a single bottom plate which also serves as a sill.This method was traditional but the striking thing is that the walls show no evidence of an addition at all.The top plates are continuous as are the bottom plate. One would expect to see a spot where the top plate is joined to the front half and the bottom plate is joined the same way.There is no such junction point.The exterior sheathing is vertical three quarter inch sheathing and like the framing information before, it shows no sign of starting back at the 22 foot area, instead it is staggered and not broken on a stud as would be expected if the rear section was added later. The rafters are 2x6s 16 inches on center with a continuous ridge that is a M. Here there is no evidence of an addition either.The rafter spacing is not interrupted and the three quarter inch vertical sheathing boards are staggered across the entire roof surface as opposed to broken on a rafter as would be expected.The age of the rafters can not be determined definitively but based on a visual exam they look like the same coloration and markings which would lead one to believe that the roof was constructed at the same time. 1'. x�, - y,1 r The fact that the ridge shows no break around the 22 foot deep area is quite revealing.As one early assessors report implies,the garage was shown as 22 feet deep approximately. If this was correct the ridge would have to be broken but it is not.This proves that the current depth of 42 feet is the original size.The only other explanation is that an addition was added and the whole roof was removed and re built. This option is implausible and would never be expected as a construction option. The shingles on the sidewall and the windows also show no difference from the front left or right to the rear. The windows are the single pane individual lite 6 over 6s with no spring assemblies.These windows are all in need of re-glazing with putty falling out on all equally.The windows used in the 1930s were very different from the ones used in the 1950s. In the 1950s the windows were single pane but has aluminum slides in the jambs and the lock assemblies were aluminum.These windows are clearly 1930s with wood jambs and cast iron lock assemblies all around. The plumbing consists of a toilet,sink and shower and the assumed separate cesspool is in an unknown location. The sink has been replaced in recent years but the other fixtures are clearly pre-1950 in age with a toilet that is dated prior to zoning on the cover. The shower is a single stall with rusting seams and a surround that is metal and screwed together. This stall is still working but in need of replacement due to edge rusting. The plumbing pipes are copper and the plumbing vent stack is a 3 inch copper stack with an old lead flashing boot tarred together. The hot water system has been replaced over the years as one would expect and is not a 5 gallon electric unit above the ceiling joists. It should be noted that the copper pipes leading to the sink and shower are consistent in age and are painted over the same until they get to the hot water system where they show recent changes in age of plumbing work(1980s). The wiring in the rear living area is consistent with the wiring in the garage. This is the older romex wiring that consists of one circuit that comes over from the house. Knob and tube wiring ended in the 1930s so that was never used in this building, instead the wiring in 1939 was the earliest sheathed romex and that is consistent throughout.There is no evidence of tapping into garage circuits or splicing, rather the lines are full through the building indicating that the building was wired at the same time. The roof is comprised of 3 tab asphalt shingles that are about 25 years old which would indicate that it is not the original roofing.The roof is conventionally placed with 5 inch exposure and no drip edge. As an additional consideration,it is clear by the State zoning act that uses that are in good use and older then 10 years are protected.This one is over 60 years old by any assessment. The specific citation of 40A states as follows: "No action,suit or proceeding small be maintained in any court, nor any administrative or other action taken to recover a fine or damages or to compel the removal, alteration, or relocation of any structure or part of a structure or alteration of a structure by reason of any violation of any zoning by-law or ordinance except in accordance with the provisions of this section,section eight and section seventeen; provided,further, that if real property has been improved and used in accordance with the terms of the original building permit issued by a person duly authorized to issue such permits, no action, criminal or civil, the effect or purpose of which is to compel the abandonment, limitation or modification of the use allowed by said permit or the removal, alteration or relocation of any structure erected in reliance upon said permit by reason of any alleged violation of the provisions of this chapter, or of any ordinance or by-law adopted thereunder,shall be maintained, unless such action, suit or proceeding is commenced and notice thereof recorded in the registry of deeds for each county or district in which the land lies within sixyears nextafter the commencement of the alleged violation of law;and provided,further that no action, criminal or civil, the effector purpose ofwhich is to compel the removaf, alteration, or relocation of any structure by reason of any alleged violation of the provisions of this chapter, or any ordinance or by-law adopted thereunder, or the conditions of any variance or special permit,shall be maintained, unless such action,suit or proceeding is commenced and notice thereof recorded in the registry of deeds for each county or district in which the land lies within ten years next after the commencement of the alleged violation. Such notice shall include narnes of one or more of the 0 wnery qftecord, the name of the person initiating the action, and adequate identification of the structure and the alleged violation." CONCLUSION: Based on my inspection of the structure and the details covered above, it is my professional opinion that the building was constructed in 1939 and the living area in the back is original. The fact that the apartment pre-dates 19S 1 indicates that it is a fully grandfathered pre-existing non-conforming use and it is,in my opinion,fully lawful. ACTION NEEDED: The building inspector needs to agree that this outbuilding is pre- existing non-conforming after which an application to the health department should follow to tie the bathroom into the existing septic system. Ralph Crossen Sandwich, Mass. S08-922-319S 10 www.ralphcrossen.com down cape engineering, incSIEVE SOILS ANALYSIS 14 SHIRLEY POINT ROAD CENTERVILLE, MA DATE OF REPORT: 11/19/18 JOB : GRAIN SIZE ANALYSIS-SIEVE TEST SITE: 14 SHIRLEY POINT ROAD, CENTERVILLE LOCATION: DCE TEST HOLE SIEVE ANALYSIS Weight Sample(Grams): 142.6 SIZE :WEIGHT RETAINED % RETAINED i % PASSED ------------.............sum .................... .......-------------------- ............................... 1" 0.0' 0.0% 100.0% . -------------......................................................>---------------------------------------- 3/4" 0.0� 0.0% 100.0% 1/2„--------..............................................0..... ---------Q- %----------100.0% -------------:................,.....................................>---------------------------------------- 3/8" 0.0? 0.0% 100.0% ----------- 0..;---------------0---0--%------------1-00.0-----%-- #4 0. . #10 19.7 13.8% 86.2% --------------:.......................................................---------------------...................................... #20 53.8 37.7%� 62.3% #40 -------------......................................................f---------------------,.....................................90.9 63.7% 36.3% -------------:......................................................----------------------:..................................... #50 108.4 76.0%E 24.0% ------------ --......................................................>---------------------,..................................... #80 s 122.61 86 0%? 14.0% -------------:......................................................:----------- .................................... #100 132:4 92.8%3 7.2% -------------:............................................ >---------------------r------------------ #200 137.9 96.7% _ 3_3% PAN: 140.9i 100.0%€ 0.0% - -------------F--------------------------•---------------------------------------- SAMPLE: j 142.6': NOTE:TEST ON PASSING#4 ONLY, 11.6% RETAINED ON#4 <45% O.K. RESULTS: SOIL CLASSIFIED AS AASHTO A-1-b (GRAVEL&SAND) (UNCOMPACTED) PERCENTAGE OF MATERIAL PASSING #4 SIEVE : #4 100% (TEST ONLY MATERIAL PASSING #4) OK #5010%-100% OK #100 0%-20% OK #200 0%-5% OK SAMPLE MEETS TITLE 5 FILL SPECIFICATION >96% SAND L��1OF�a„ss�s DAN1F1_A. � RESULTS: PERMEABLE MATERIAL-CLASS 1 <2 MINAN. MATERIAL NONCOMPACTED CIVIL SOIL DESCRIPTION: MEDIUM SAND t rONAI- yca`a I Ivw Official Website of The Town of Barnstable - Property Lookup Page 4 of 4 Director Edward F.O'Neil,MAA P 508-862-4022 F 508-862-4722 367 Main Street ;Hyannis,MA.02601 Public Records Ann Quirk Public Records Request Helpful Links to Downloads Abatements SALES LISTINGS Barnstable FD Residential C.O.M.M FD Residential Commercial-Industrial- Mixed Use Cotuit FD Residential Hyannis FD Residential Townwide Condominium W.Barnstable FD Residential Exemptions Parcel Consolidation Questions about values FY18 Combined Tax Rates Town Land Use Codes Helpful Maps All Town Maps Flood Insurance Maps Property Maps FY18 Tax Maps Owned and Operated by The Town of Barnstable-Information Technology Home I Departments&Services I Boards&Committees I Residents&Visitors I Doing Business I Town Calendar I Phone Directory I Employment I Email Town Hall http://www.townofbarnstable.us/Assessing/propertydisplayscreenl 8.asp?ap=0&searchparc... 7/26/2018 n D 4!�r • ,� 9'A.v?'r/..ICs � i.. � 1' I i Ir_.-_.._ll�lt�C"..II_`..� �' ..:-.... _.... _.. —. --. o ,J CC tJ 1. .._. VV i LFFfcr� �7kr019 / j f l M/mil kC H O L e'5 4 / // •^�/(' Y� l/. L �' �• - p�._ -S r1G�1r./� C:'�:..r" f+'i_, �} H _ - .4! ._ �r:..s r / /Z r i .- '. i ---- IN F/ C r:e'0•► T't�/2 r /off' tit —�/9W,.,, � r Q F r r - / .. �,1. � - L r 1r� ( � � // ..` r �i % E1. � �'„� � j +�-• _ 1 •�,r �y y. ,_.. � I'�.i"j f f`W h C�.l V M �I lU'4�V.0.'.J � 's 4 emu, _ rq1,- _ +2� s� WEQUAQUET LAKE �1 • V P ' i SITE PLAN OF LAND ATE �Io/9 CLIENT DONALD MCKEAG-- — ----- -- --- - LOCATION 14 SHIRLEY POINT ROAD BARNSTABLE (Centerville) MASS : CRAIG R. SHORT, P. E. — - 14 TORY LANE: 1' 508 385 6530 DENNIS, MASS. 02638 SCALE I "- 30' DRAWN BY C RS FILE No. 1- 784 SHEET I OF I V ALL SYSTEM COMPONENTS SHALL BE NOTES SYSTEM DESIGN. SYSTEM PROFILE MARKED WITH MAGNETIC TAPE OR LEGEND COMPARABLE MEANS FOR FUTURE LOCATION. PROVIDE MIN. 20" DIAM. WATERTIGHT (NOT TO SCALE) 1. DATUM IS, NAVD88 �� GC., Route 6 GARBAGE DISPOSER IS NOT ALLOWED ACCESS COVERS TO WITHIN 6" OF FIN. GRADE CONCRETE COVERS TO WITHIN 3" GRADE 99 - EXISTING CONTOUR 2" PEASTONE OR GEOTEXTILE 2. MUNICIPAL WATER IS NOT AVAILABLE DESIGN FLOW: 1 BEDROOMS @ 110 GPD - 110 GPD FILTER FABRIC OVER STONE X 99 EXIST. SPOT ELEV. - SLAB 47.2' 46.0' -- 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. Exit USE A 110 GPD DESIGN FLOW MINIMUM .75' OF COVER OVER PRECAST �-"2 o SLOPE REQUIRED Oa/E SYSTEM 44� 6 }f6 -[991-- PROPOSED CONTOUR NOTE: 2" MIN. WALL / 4. DESIGN LOADING FOR ALL PROPOSED PRECAST UNITS r98 4 PRECAST H-10 THICKNESS REQUIRED BLOCKS OR ] PROPOSED SPOT EL. SEPTIC TANK: 110 GPD (2) = 220 RISERS (7YP•) PRECAST RISERS TO BE AASHO H-]Q .e Rd 2'0 4"OSCH40 PVC Ser / MORTAR LL s" MIN. SUMP PIPES LEVEL 1ST 2' COMPONENTS H-10 5. PIPE JOINTS TO BE MADE WATERTIGHT. TH1 12" MIN. INT. DIM. ENDS ( ) INV'S EL. 40.8 �-S 4' Qo USE A 1500 GAL. SEPTIC TANK TYP. �f TEST HOLE IDES 41.63' 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH 44.2'f '°° ° °° 310 CMR 15.000 (TITLE 5.) 10" 14" °O°O°°°° °°o°°°°o° LEACHING: 41 .95' TEE 1500 GAL H-10 TEE 41 7' 0��0 OO�O 000� -O�O� >000°o°oo 2� SLOPE OF GROUND _ SEPTIC TANK °°°°°°°° ° ° ° ° oo�o�oa�000 000�0000000 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO SIDES: 216.5 + 12.83 2 74 - 87 GPD ° ° ° ° ° ° ° ° ° ° ° ° ° ( ) (, ) 4' LIQ. LEVEL ,o°o°o°o°O°°° WATERTEHT D'BOX O goo°o°o°o _ _ _ _ _ _ - _ _ _ _ _ _ - _ O O O O O O 'o°o°000° GAS BAFFLE ��0°0°0-0°0° o°o°o°o °o°00000 UTILITY POLE _ ACME OR EQUAL FOR LEVELNESS N >°° ° ° ° ����������� ����a0�o�o0 °°°°°°°° OO�OO 0�00��� OO O��OO DDDD�O °o °o°o BE USED FOR LOT LINE STAKING OR ANY OTHER ° PURPOSE. BOTTOM 16.5 x 12.83 (.74) 156 GPD 41. ' 40.83 °°°°°°°o °°°°°°°° 38.8' FIRE HYDRANT '" •. ;;o; . 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC. L ocu TOTAL: 329 S.F. 243 GPD °°°°°°°°°°°°°°o°o°°°°°°°°°°°0°° °0°°°°°°° 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0T-. �. �o000000^0�0„0,,0�000o0o000^0^0^0^0^0„0°00000. 3/4"-1-1/2" DOUBLE WASHED STONE 4' MIN. -10 500 GAL. LEACHING CHAMBER BY ACME PRECAST OR EQUAL. Wequaquet NOTE: NOT ALL SYMBOLS MAY APPEAR IN DRAWING ' 1 UNITS REQUIRED USE 1 500 GAL. LEACHING CHAMBERS ACME OR EQUAL THE INSTALLER SHALL VERIFY THE S� O 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED * ALL AROUND PRECAST STRUCTURES,_ Lake ( ) ( ) 6" CRUSHED STONE OR MECHANICAL OVERALL DIMENSIONS TO OUTSIDE OF STONE:--1 X 12.83' WITHOUT INSPECTION BY BOARD OF HEALTH AND WITH 4' STONE ALL AROUND LOCATIONS OF ALL UTILITIES AND ALL COMPACTION. (15.221 [2]) ---- o PERMISSION OBTAINED FROM BOARD OF HEALTH. BUILDING SEWER OUTLETS AND LO 10. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING ELEVATIONS PRIOR TO INSTALLING ANY DIGSAFEPORTION OF SEPTIC SYSTEM LOCATION (1 F ALL UNDERGROUND AND VERIFYING THE LOCUS MAP LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF WORK. MA ( 2.5y SLOPE) ( 2 % SLOPE) ( 1 � SLOPE) SCALE 1"=2000't APPROVED DATE BOARD OF HEALTH 33.8' LAKE ELEVATION 11. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE REMOVED 5' BENEATH AND AROUND THE PROPOSED 59' SEPTIC TANK 35� D' BOX 5' LEACHING LEACHING FACILITY. ASSESSORS MAP 233 PARCEL 4 FOUNDATION- FACILITY SITE IS LOCATED WITHIN A ZONE II 12. EXISTING LEACHING FACILITY SHALL BE PUMPED AND REMOVED OR PUMPED AND FILLED WITH CLEAN SAND. VARIANCES REQUESTED UNDER BARNSTABLE HEALTH REGULATIONS: cp REDUCTION IN SETBACK PROPOSED SAS TO PROPOSED WELL. (150' TO 136.7') �J o REDUCTION IN SETBACK EXISTING SAS TO PROPOSED WELL. (150' TO 126.5') UNDER TITLE 5 15.253(C): REDUCTION IN SEPARATION BETWEEN CHAMBER UNITS (25.7' TO 10.5') 34� 35 TEST HOLE LOGS � o O ENGINEER: DANIEL E. GONSALVES, SE #13587 s>\ 38� WITNESS: DONALD DESMARAIS RS O Qs �, ��A '9� 35 DATE: 12/8/2017 PRIDE 36' OF 40 MIL 4 INER`AT 5' OFF SAS °° S' 51's s6 3 PERC. RATE _ < 2 MIN/INCH C = N AREA\ HOWN. TOP / CUT AND PATCH ° �s T ELEV. 1.0', BOTTOM DRIVEWAY AS REQ. CLASS I SOILS P# 15531 o O A EL. 37.0'±"-� 261 J R (A �� SRC N �9 42/ ELEV. ELEV. „ 4 ,> 4 , .5 O Rsr, 9� � � p 44.0 0 45.0 N A A ER p.2 _ LS LS ^ b `n so 10YR 4/2 10YR 4/2 O� 45 �3� _ _ 44 8» 10„ 2 B B \ 43 LS LS TH1 � � � 45 �48 10YR 5/3 10YR 5/3 , 9' REC- 93 7 24 T SHED SLAB=47.2 42.0 24 43.0 EXISTING ARTMEN -/0 °° 50 0" E 48 C 1 C 1 2g S'/ �p LS LS 4 48 1 10YR 6/2 10YR 6/2 37" 40.9' 40" 41 .7 50 4 5 53 • I SIEVE C2 C2 � 5 � �� R °�• S a � Q. S2 � � k� EXISTING 3 �9 �° ' : ^• ,� • ,k O I o 37 BEDROpM SYSTEM 47 FOR M �ti� �° Q MS MS IA HOUSE oP: ° ,�e• a 2.5Y 6/4 TO 2.5Y 6/4 39 cv � 6 • PROPOSED 132 33.0 132' 34.0 / � `�• LOT AREA 53 WELL \ � ' 38,200 S.F.t \ 55 \ NO GROUNDWATER ENCOUNTERED IsO�� s2 42 o 43 °' TITLE 5 PLANp °"� �' • �� a OHO SITE BENCHMARK: �148 S CEMENT BOUND 47. 47 \ �� / OF =47.1' NAVD88 f46 & ^ 14 SHIRLEY POINT ROAD 14 SI IRI-EY POINT ROAD TIN o USE °�8 • � � `� CENTERVILLE MA I �46 �XI 'TFF=IN H $� F C C s MAP 23 PCL 3 i 4s DECK i � � � R�ANNT ANT Y ° � � 44 �s �6 h PREPARED FOR PATIO o cS, s ERT MR. & MRS. LAMB 5� 6y°�J 39 �8 o DATE: JANUARY 31 , 2018 DATE: SEPTEMBER 12, 2018 (WELL LOCATION) I 516 �34� ��� DATE: NOVEMBER 13, 2018 (TANK LOCATION) 3; 3� �6 DATE: NOVEMBER 20, 2018 (VARIANCES) 34 DATE: NOVEMBER 28, 2018 (BOH COMMENTS) Scale: 1"= 20' �s - 2 0 10 20 30 40 50 FEET DANIEL A DANIELA o �� o fax 508-362-9880 I OJT 1.�•, ^ _ off 508-362-4541 / No.40980 02 downcape.com srd S ` aF �' ho ;7, I �o WEQUAQUET LAKE - o 46 dVWa cope engiftee�in e c _ civil engineers I3g -7` - - - - �9 \ ��/ land surveyors (1b �F / \ `�'� t 939 Main Street ( R to 6A) DATE DANIEL A. OJALA, P.E., P.L.S. YARMOUTHPORT MA 02675 DCE # > 7-406 17-406 I - ALL SYSTEM COMPONENTS SHALL BE SYSTEM DESIGN. SYSTEM PROFILE MARKED WITH MAGNETIC TAPE OR NOTES o LEGENDPROVIDE MIN. 20" DIAM. WATERTIGHT (NOT TO SCALE) COMPARABLE MEANS FOR FUTURE LOCATION. NAVD88 G�� Route 6 GARBAGE DISPOSER IS NOT ALLOWED AccEss covERs To WITHIN s" OF FIN. GRADE CONCRETE COVERS TO WITHIN 3" GRADE -- 99- EXISTING CONTOUR 2" PEASTONE OR GEOTEXTILE 1. DATUM IS O o 2. MUNICIPAL WATER IS NOT AVAILABLE X 99.1 EXIST. SPOT ELEV. DESIGN FLOW: - 1 BEDROOMS © 110 GPD = 110 GPD SLAB 47 FILTER FABRIC OVER STONE.2' 46.0' 3. MINIMUM PIPE PITCH TO BE 1/8" PER F00T. Exit -[99]- PROPOSED CONTOUR USE A 110 GPD DESIGN FLOW MINIMUM .75' OF COVER OVER PRECAST 2% SLOPE REQUIRED OVER SYSTEM 44.0' NOTE: 2" MIN. WALL PRECAST H-10 4. DESIGN LOADING FOR ALL PROPOSED PRECAST UNITS , BLOCKS OR TO BE AASHO H-M ice Rd RISERS (TYP.) THICKNESS REQUIRED PRECAST RISERS Sep / [98•4] PROPOSED SPOT EL. SEPTIC TANK: 110 GPD (2) = 220 , ,. 2',a 4",ascH4u PVC - - MORTAR ALL TH1 6" MIN. SUMP PIPES LEVEL 1ST 2' 4, COMPONENTS H-10 5. PIPE JOINTS TO BE MADE WATERTIGHT. A USE A 1500 GAL. SEPTIC TANK ` 1r MIN. U DIM. (TYP.) INV'S EL. 40.8 4' TEST HOLE *44.2'f ENDS SIDES 41.63' 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH y LEACHING: 10- 14' P°�o�a�o�o 1500 GAL H-10 ° ° ° ° ®�®® OD®C7 ®®® -®®�® °o°o°o°0 310 CMR 15.000 (TITLE 5.) 41 .95 TEE TEE \41.7' o a o 0 0 0 0 0SLOPE OF GROUND SEPTIC TANK ° ° ° SIDES: 2(16.5 + 12.83) 2 (.74) - 87 GPD 4' LIQ. LEVEL 000°0°0°0°0° WATERTEHT BOX o >00°°°0°° °°°°°°°0 67. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO ACME OR EQUAL GAS BAFFLE °o°o9n°n° FOR LEVELNESS N ,°°°°°0°0 ®�®®�®�®a�O O®Oa�®���®� 'o°000000 0 0 0 0 0 0 o 0 0 0 UTILITY POLE BOTTOM 16.5 x 12.83 (.74) = 156 GPD °°°°°°°° ®®®o®�®a®o® a®®®®o®®®oo '°o000000 41.0' 40.83' °°°O°O0 ° ° ° BE USED FOR LOT LINE STAKING OR ANY OTHER °°°°°°°° °o°o°o°0 38.8' PURPOSE. \. ...r...,:..; .. L ocu FIRE HYDRANT P. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC. Wequa�uet yY° TOTAL: 329 S.F. 243 GPD 000000°0000go0oo000000000000000g0000000000000 H-10 500 GAL LEACHING CHAMBER BY ACME PRECAST OR EQUAL. ?� NOTE: NOT ALL SYMBOLS MAY APPEAR IN DRAWING o ono_°_n_n_o-n 0 0 0 0 0 °-�_0_0_n_0.o 0 3/4"-1-1/2" DOUBLE WASHED STONE 4' MIN. USE (1) 500 GAL. LEACHING CHAMBERS (ACME OR EQUAL) *THE INSTALLER SHALL VERIFY THE ALL AROUND PRECAST STRUCTURES (1) UNITS REQUIRED . COMPONENTS NOT TO BE BACKFILLED OR CONCEALED Lake WITH 4' STONE ALL AROUND LOCATIONS OF ALL UTILITIES AND ALL 6" CRUSHED STONE OR MECHANICAL OVERALL DIMENSIONS TO OUTSIDE OF STONE: 16.50' X 12.83' MTHOUT INSPECTION BY BOARD OF HEALTH AND BUILDING SEWER OUTLETS AND COMPACTION. (15.221 [2]) o -5ERMISSION OBTAINED FROM BOARD OF HEALTH. LO ELEVATIONS PRIOR TO INSTALLING ANY b. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING PORTION OF SEPTIC SYSTEM IIGSAFE (1-888-344-7233) AND VERIFYING THE n A 2.5 bCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES LOCUS MAP M ( SLOPE) ( 2 % SLOPE) 1 IRIOR TO COMMENCEMENT OF WORK. APPROVED DATE BOARD OF HEALTH ( � SLOPE) ` FOUNDATION- 59' SEPTIC TANK 35' LEACHING 33.8' LAKE ELEVATION I. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE SCALE 1 '=2000'f D' BOX 5' MOVED 5' BENEATH AND AROUND THE PROPOSED ASSESSORS MAP 233 PARCEL 4 FACILITY EACHING FACILITY. SITE IS LOCATED WITHIN A ZONE II - - - ----- _-EXISTING�EACHING FACILITY-SHALL-BE-PUMPED FMOVED OR PUMPED AND FILLED WITH CLEAN SAND. VARIANCES REQUESTED UNDER BARNSTABLE HEALTH REGULATIONS: REDUCTION IN SETBACK PROPOSED SAS TO PROPOSED WELL. (150' TO 136.7') REDUCTION IN SETBACK EXISTING SAS TO PROPOSED WELL. (150' TO 126.5') UNDER TITLE 5 15.253(C): 06 o REDUCTION IN SEPARATION BETWEEN CHAMBER UNITS (25.7' TO 10.5') o C,a i� 00 � .ed � 1f °i 34 ��{� / if "fi TEST HOLE LOGS 41 o O ENGINEER: DANIEL E. GONSALVES, SE #13587 WITNESS: DONALD DESMARAIS RS O 0 \ �� �� 38 DATE: 12/8/2017 PROVIDE 36' OF 40 MILOD s st 35 INER\\AT 5' OFF SAS / °oos' �s 3s 391 PERC. RATE = < 2 MIN/INCH N AREA HOWN. TOP / x T ELEV, BOTTOIN CUT AND PATCH o s CLASS I SOILS p# 15531 o O A EL 37.0'� DRIVEWAY AS REQ. 38 s9 42J ELEV. ELEV. �E Q �G ND�N P O O so���9, Ro 1 0 41 0„ `�" 44.0' 0" 45.0' •5 - F' \ A A 0.2 \ \ LS LS 0 h' 45 73� _ D _ 10 YR 4/2 10YR 4/2 8>, 10>, LS LS TN1 4✓�i " 4,3 R 91 REC- ,. -�1-9-3._7 24 4 2.0 24 10YR 5/3 43.0' 10YR 5/3 „ SHED EXISTING ARTMEN C/o 00 50 0" E T SLAB=47.\ 48 \ C 1 C 1 C j 726 S' > 49 LS LS 4 o�- ��, ;e� `r \ 4� 448 , 10YR , 6/2 10YR 6/2 8 37" 40.9 40 41 .7 50 53 C2 C2 51 I SIEVE oj- S 00.° "W 37 �b EXISTING 3 a, • .� • ti" I MS _ MS BEDRO M SYSTEM �� 0 • O t � oQ Q,e FOR M� HOUSE � 0P• `�o� .,m • O TO AI rt / 39 ( 6 ' PROPOSED hk /J w 132" 2.5Y 6/4 33.0' 132" 2.5Y 6/4 34.0' v� Z� LOT AREA 53 WELL \ '� 38,200 S.F.t \ 55 \ NO GROUNDWATER ENCOUNTERED so s2 I B '� \\ 42 �m °�8 0. 4 e ' s� 56 \ U h9 O 9 :Q 43 ° o � T � TLE. 5 S ��T E PLAN 8 4 S a� BENCHMARK: �� 47 \ \ CEMENT BOUND ` � / OF V, =47.1' NAVD88 46 o$o rK 14" SHIR% LEY PUINT R A D r. POINT ROAD � �`" � _ �464� 14 XISFN goOUSE ��o oe ° • C \ h� CENTERVILLE, A \ _ DECK °� � e C tEl MAP 23 CL 3 i h 45 � 0 ROBERT & o 44 \ ,ti�8' Ac� ARY ANN ANT Y h6 h� PREPARED FOR L o P 43 \ \ ` scl 5 _ PATIO \ MR. R S. LA ` �- 39 38 37 36 o DATE: JANUARY 31 , 2018 -�38 35 l ,� DATE: SEPTEMBER 12, 2018 (WELL LOCATION) DATE: NOVEMBER 13, 2018 (TANK LOCATION) -, -- s� \\Q6 l�.Ld ��Mqs � N ,�DAIJIELAS9y ' �L _ DATE: NOVEMBER 20 2018 (VARIANCES) 35 �� ��s� DANIEL G o 0jA Lq �G DATE: NOVEMBER 28, 2018 (BOH COMMENTS) No.46502 Scale: 1' - 20 No.40�180 L 2 _ .s\cyo�d JAL%a 0 10 20 30 40 50 FEET 41 �\ s� �� G �� �:' (D , "'LA \fir :•�� csG�✓ o GAS EI--A. J off 508-362-4541 �l / OJA ,,A(.-A ��... fax 508-362-9880 No.40980 downcape.com I \ srs S o� o� ^.u. 46302 //'� F , ��, FSS\ o� =�,����, �° down cage engineering inc, �o �k WEQUAQUET LAKE , r0SUR'� 6 ` �STE� ,� \ rr At- /39 _ v,. . ors land su civil 9ve eons IMcb 2f \ / 939 Main Street ( R to 6A) DCE # 17-406 \ DATE DANIEL A. OJALA, P.E., P.L.S. YARMOUTHPORT MA 02675 1 7-406