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0026 WHITE CAP LANE - Health
26 White Ca,p=l ai ne R� W. Barnstable A = 178 029 _ p \_ TOWN OF BARNSTABLE LOCATION CAP LO SEWAGE#0 r©� VILLAGE ASSSESSOR'S MAP&LOT - INSTALLER'S NAME&PHONE NO. �1(3�J� (c,d S�b��C SEPTIC TANK CAPACITY 1'�30 !r4�U-Z o ), D -3 O / t ' LEACHING FACILITY:(type) �G� 1 JLgkQe S (size) 2� X 3 2 NO.OF BEDROOMS / "-10 BUILDER OR OWNER L PERMIT DATE: ZZ COMPLIANCE DATE: S- 5 - Zo 2 Z. Separation Distance Between the: �e Maximum Adjusted Groundwater Table and Bottom of Leaching Facility +� I 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 fe each ',y) N Feet Furnished by A A y- 3�•s � � I rya= ab.s I 42-6 V I G4- lad VE-kfr _ I No. ® �(� Fee U� THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS S Zipplitotion for Disposal *pstem Construttion permit Application for a Permit to Construct( ) Repair(Apgrade( ) Abandon( ) e mplete System ❑Individual Components Location Address or Lot No..ZG C •A?r Owner's Name,Address,and Tel.No. 707— w• JI � Le1lc e 7��y1®i° Assessor's Map/Parcel 1Z�o,? Insta is Name,Address'and Tel.No.s©,9 T;'�F' 267Z`5 esi�er's Name Address,and Tel. �/�Zar¢it�1 C��� C'rc/ Sc�ffG -ser�rvs , 2 . �is�j�Cri•-i� fro®'Eyf Type of Building: Dwelling No.of Bedrooms % Lot Size " 00 7 sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) Z:�;_—A::�, gpd Design flow provided gpd Plan Date _��j/,�z Number of sheets 2 Revision Date Title Size of Septic Tank /yTOd 45�el If"-Zd Type of S.A.S. Description of Soil �fe' ua 65 �7 9 3v� Nature of Repairs or Alterations(Answer when applicable) 2 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 Compliance has been issued by this Board of Health. Si Date Application Approved by ( Date lb 2 Application Disapproved by Date for the following reasons r Permit No. u a 1 — a) 7 Date Issued 3 /1 } + No. G iJ Fee �UU THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yf s PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS 2pprication for Disposal 6pstem Construction Permit Application for a Permit to Construct( ) Repair(14 Upgrade andon( ) [✓r]Complete System ❑Individual Components df�1 W Location Address or Lot No.,?G CL�r C 6� Gdr r iFOwner's Name,Address,and Tel.No. 7OT- 2y3 As'sessor'sMap/Parcel staller's Name,Address,and Tel.No.3� 'T ems'j y7 -In Designer's Name,Address,and Tel.No. '4r�'- �� ,�61�/ �1trr fl�l ('G/fir 4 ac3� ScA`G -�.ry�•%�'�evy;,,� !r-'�.'•/P�'4-i'' � Type of Building: Dwelling No.of Bedrooms Lot Size 4/c5, Gap 7 sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures r Design Flow(min.required) --N' gpd Design flow provided Plan Date Number of'sfieets Revision Date Title Size of Septic Tank .tQ Type of S.A.S. t"•'�! •..,cC,.�.� Description of Soil ���r�i�rs� �,�, - 3✓�- Nature of Repairs or Alterations(Answer when applicable)_: .o�,C// X171 G'? X . j- 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 Compliance has been issued by this Board of Health.. Signed_ Date - O Zr--plication Approved by i/CY/I Ira_. ,� 1e Date T//(/> 2 Application Disapproved by Date for the following reasons Permit No. ? C,1 o 5' Date Issued 3 /,k.)-- THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS Certifirate of Compliance , THIS IS TO C,ER�TIFY,that the On-site Sewage Disposal system Constructed( ) Repaired(4,-)� Upgraded( ) Abandoned( )by .. terry-sly-�/da- at �i�ai �' �"'cras T Gam., has been constructed in accordance f with the provisions of Title 5 and the for Disposal System Construction Permit No. jc22,C dated Installer,._'r �' '-�' �- --' Designer , #bedrooms / Approved designAo�w �U gpd The issuance of this permit shall /np-t be construed as a guarantee that the system will function as designed. Date / � Inspector - No. v '� / Fee / U THE COMMONWEALTH OF MASSACHUSETTS -`""-"" PUBLIC HEALTH DIVISION :'BARNSTABLE, MASSACHUSETTS t' Disposal 6pstem Construction Vermit Permission granted to Construct( ") Repair Upgrade( ) Abandon( ) System located at and as described in the above Application for Disposal System Copstruction Permit. The applicant recognized his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided:Construction I must be completed within three years of the date of this permit. ( I 1rL_ .�. Date 3 l / = Approved by f �J►./ n 1 Town of Barnstable '►,E>°�y� Regulatory Services Richard V.Scali,Interim Director BARNSTABLE, Y - - MASS. Public Health Division 1639. �0 'Thomas McKean,Director 200 Main Street,Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Installer&Designer Certification r� Form �3 L - Date ; Z e Sewage "1 Z e Permit# 8 �1 g Assessor's Mapl�arcel \ , Designer: c �,n�er- n� �f . s (�lC Installer Ckee- Address: )Z hh Cra s /c/ P— Address: `3.,5'o (V�,r, t- G7r 2 5 I4L Le,J"7 A e'J Z iGs7'7 L� �c"rA Cal-IV, On CA� Cack was issued a permit to,install a (date) (installer) septic stem at 2 , P Y � W i��-e CFI �r �•3�c`� . based on a.design drawn by (address) f rl eerr -t .NG IL4s, jk( dated (designer) _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. f'�. us`�S ccv > �• ,mac l-eca ier {'�t �►�e- .; 5�.. I certify that the septic system referenced above was installed with mrajor changes (i.e. greater than 10'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 follow. Strip out(if required)was inspected and the soils were found satisfactory. I certify that the system referenced above was constructed:in with the terms of the l\A approval letters(if applicable). � ,NfG Installers Signature) G�►� �� gyp:35909 .0�-RFOfSje� (Designer's Signature) (Affix Design ere) 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. Q:`.Septic,.DesignerCertification Form Rev 8-14-13.doc Engineers note:This certification is limited to an as-built inspection of"system components.as installed prior to backfill.The engineer did not supervise construction of the system.The installer assumes responsibility for all materials,workmanship,backfilling to specified grades with proper compaction and setting risers/covers as shown on the design plan. 4/13/22,4:04 PM MA Corporations Search Entity Summary Corporations Division Business Entity Summary ID Number: 001364973 Request certificate New search Summary for: LONG BEACH PROPERTIES, LLC The exact name of the Domestic Limited Liability Company (LLC): LONG BEACH PROPERTIES, LLC Entity type: Domestic Limited Liability Company (LLC) Identification Number: 001364973 Date of Organization in Massachusetts: 01-18-2019 Last date certain: The location or address where the records are maintained (A PO box is not a valid location or address): Address: 84 STATE STREET - 5TH FLOOR City or town, State, Zip code, BOSTON, MA 02109 USA Country: The name and address of the Resident Agent: Name: CORPORATION SERVICE COMPANY Address: 84 STATE ST„ 5TH FLOOR City or town, State, Zip code, BOSTON, MA 02109 USA Country: The name and business address of each Manager: Title Individual name Address . MANAGER DANA T. PICKARD ONE FINANCIAL PLAZA - SUITE 2200 PROVIDENCE, RI 02903 USA In addition to the manager(s), the name and business address of the person(s) authorized to execute documents to be filed with the Corporations Division: Title Individual name Address SOC SIGNATORY DANA T. PICKARD ONE FINANCIAL PLAZA - SUITE 2200 PROVIDENCE, RI 02903 USA The name and business address of the person(s) authorized to execute, acknowledge, deliver, and record any recordable instrument purporting to affect an interest in real property: Title Individual name Address REAL PROPERTY DANA T. PICKARD ONE FINANCIAL PLAZA - SUITE 2200 PROVIDENCE, RI 02903 USA __. `Confidential CjMerger ._ Consent Data Allowed Manufacturing View filings for this business entity: https:Hcorp.sec.state.ma.us/CorpWeb/CorpSearch/CorpSummary.aspx?sysvaIue=HvxN.SXsiL_rUhM2pB1.LnaZ891 uQeDjCtJOXwNG7j4- 1/2 i 4/13/22,4:04 PM MA Corporations Search Entity Summary ALL FILINGS Annual Report Annual Report - Professional Articles of Entity Conversion Certificate of Amendment View filings Comments or notes associated with this business entity: i New search https://corp.sec.state.ma.us/CorpWeb/CorpSearch/CorpSummary.aspx?sysvaIue=HvxN.SXsiL_rUhM2pB1.LnaZ891 uQeDjCtJOXwNG7j4- 2/2 ''� , �',-'k'4"_' - " , , "" � -'-,7 rj7 *t.�' �tjv ---� '�.�i�.� I , -1 �-'�',"'�r'_ r" - ,_.". 4 _�,m '15.� " I'I��;,-'.�r ;-�1*��"?V�1.�4-'t `�47-'21� ,, -' , '� -� 'A7 -P .'4� .. '-"�`� -.1,� 1, ' � -, . .I I __ � ."..�, w , '�� I, .1 . '_ .z '�A'v ,",�', tI m�t,.'. .; ... - ." 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I ';.- __ Z w � -1 �. ,�' __? ... r4l� �' � , 11 I I I I . � .--- 11 K fil��"'J' .�' � - Sr . 0 l i h 1 t c Town of BarnstabJe I'it I I ZCQ S— �pf 111E Department of Regulatory Services eAANarAvLr. t Public Health Division Date MASS. s6fp. �e� 200 Main Strcct,Hyannis MA 02601 rEo Mtd" Date Scheduled T(Q 1)(D Time dl •00 Fee I'd. /&0 o 0 Soil Suitability Assessment for SewageDisposal Performed By: so'/iva4ot a o Cr Witnessed By:�on4k4Vr1a(4, LOCATION & GENERAL INFORMATION Location Address -Pe, Cll43-e: C vo 4&we Owner's Name r Wef-kr 04 a,,,C. 0 e-i J5 uJ i3c►a-�1S b�� 1?D. '50 396- Address Assessor's Map/Parcel: /7S/0;?v/ �;+� Enginccr'sName '50//,-."L oiee KK NEW CONSTRUCTION ✓ REPAIR Telephone It Lq)9-22-3349 y �LandUse oNQr ckt slopes(%) ©-5 �a Su rface Stones / (OuK Distances from: Open Water Body R Possible Wet Area.500 It Drinking Water Well SO O Il Drainage Way zc)o tl Property Line I0 R Other / )k it SIM,TCH:(Street name,dimensions of lot,exact locations oftest holes&pere tests,locate wetlands in proximity to holes) r i p Q. • r P Y � 0 e d 2qC I � Parent material(geologic)Giekc ti`jl t1 Depth to Bedrock Depth to Groundwa(cr: Standing Water i8`1 Flole: ' N6A)C \ Wccping from Pit Face A OUG- Estimated Seasonal Iligh Groundwater Z(o PER T0.6, (or e'^clsxj er Y�I�PS DETERMINATION FOR SEASONAL IIIGII•WATER`.['ABLE Method Used: Dcpth Observed standing in obs.hole: in. Depth to soil mottles: in. Depth to weeping from side ofobs.hole: in. Groundwatcr Adjustment Index Well N Reading Date: hldcx Well level Adj.ractur Adj.Groundwatcr Lcvcl PERCOLATION TEST Dale 2 0(p Time 161GO Observation Hole N _�„ Time at 9" it r� DepUr of Pcrc 5-5 41 Time at 6" / Start Pre-sunk Time© Time(9"-6') u I�End Pre-Bonk SMiN7 �M�►1 � VVV RnleMin./Inch G��In Site Suitability Assessment: Site Passed ✓ Site railed: Addilionnl TcAing Needed(Y/N) Original: Public Flealth Division Observation Hole Data To Be Completed on Back----------- ***If percolation test is to be conducted within 100' of wetland,you nrttst first notify the Barnstable Conservation Division at least one(1)week prior to beginning. Q:I WALTI I/WPIPERCI'ORM -- I'EEJ' QBSEPRVATION HOLE LOG --- - �..I-ole tt D. fall hum iiuil Ilurizun Soil Tcxlurti Soil Color Suil Jth-r Surface{A+•) (USDA) (Munsoll) I+lutliing (ilnlcUun,Slimes,U. ldc.t�. _ _.� �S11�1r�Il9Y "o •avt� --- --f, - - - •- try C7-13 O saTr�. I o y/ l -3S' 3S-IZ0 L �cl�5-AND Z,SY 60 DEEP OBSERVATION HOLM LOG Iloli:It Depth fium Soil Ilorivm Soil Tcxlurc Soil Color Soil Ulhcr Surface(in.) (USDA) (Munscll) Molding (Structure,Stunes,13011ldcrs. U Cunslcncy •GrnvclL _ 1uyK4/14 lZ-Z9•t ►� � lair, S/(, Y 29-1y4' L MC RN I DEEP OBSERVATION ROLL LOG II01t:11 Dcplh from Soil f loriwn Soil Tcxlurc Soil Color Soil . Other Surrnce(in.) (USDA) (Munscll) Molding (Struchrre,Slums,Uouldcrs. unsislcn �"/.liil_Ycl)_._ DEEP OBSERVATION HOLE LOG I101c It Dcpth from Soil f loriwn Soil Tcxlurc Soil Color Soil 011tcr Surface(in.) (USDA) (Munscll) Mottling (Shuctorc,Sloncs,Bouldcts. 5 tiisislcitcy�e_Gt_avc _ Flood Insurance Rate Man: Abuvc 500 ycnr Hood boundary No Within 500 ycnr boundary No f Ycs Within 100 ycnr flood bowiduy No 'i Cs llculh of Naturally Occurring Pervious]Material Does at least four feet of naturally occurring pervious material exist in all areas observed throughout the area proposed for the soil absorption systcm7 lfnot,what is the depth ofnaturally occurring pervious material? Ccrlifcatioll 1 certify that on 1 0 _(date)1 h pissed�ssed the soil evaluator examin n atio ap ve prod by the Department of Environmental Protection and that the above nunlysis was performed by inc consisicut .vith Clio rcquircd training,cxpertis nod cxpericncc described in 3l0 CMIt 1.5.017. Signature Date OE/1 OCR 0:1 113AL171/wMERCroRM ........ ..... Fizicld................... THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH • Q�lot/J ............OF...........,��..GYs1.. ... .............. Appliratinn -fox Diipuoal Works Tonstrurtion Prrutit '. Application is hereby made for a Permit to Construct or Repair ( ) an Individual Sewage Disposal f System at:�_t --- — - •-------•--•..--• -------••••••••-- . L Location.A ress or Lot Nd.,�` I --- •------•-•-----•-----------•------ A Owne Address17 -------- ........... --------- ------------- ----- � Installer Address ' U Type of Building Size Lot = -01q_.t fe .� Dwelling No. of Bedrooms__ ��_�[- -------------Expansion Attic ( ) Garbage Grinder ( ) Other V Type of Building .... .. ( ) ( )Showers — Cafeteria Other fixtures WDesign Flow............................................gallons per person per day. Total daily flow_-______-_____-__---__-_-.._- ........--...gallons. WSeptic Tank Liquid capacity_7�_g"allons Length---------------- Width................ Diameter__---...-..-____ Depth...----__.----- x Disposal Trench— o_____________________ Width-------------------- Total Length.................... Total leaching area.--_---._---...___-_sq. ft. Seepage Pit No--- Diameter____________________ Depth below inlet_....._.. ...--- Total leaching area-..--._--.--.__-.sq. ft. Z Other Distribution box ( ) Dosing tank ( ) d — f /7,Y/ — P(� aPercolation Test Results Performed by-------------------------------------------------------------------------- Date--------- ,� Test Pit No. 1................minutes per inch Depth of Test Pit-------------------- Depth to ground water....//.------.--.----- 44 Test Pit No. 2....._----------minutes per inch Depth of Test Pit.................... Depth to ground water-..--------.._..-------- •--•- � f}j; Description of So ----- - . 1 ---------------------------------------------- x ................./- ----- - ..b = ---------- -- -----f'----- ----- U W U Nature of Repairs or Alterations—Answer when applicable..------............................................."-__-__.__--.._.--_-------_--._-.._-_..... -----•----•----------------•••-•••--•--------------•---------------------------•...•------------••••-•-------•------------------.....-•------••--...---•-•-•-------_._....-......--•----••-----•-..._... Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of Article XI of the State Sanitary Code—The undersigned further agrees not to place the system in operation until a Certificate of Compliance has be i s d by th board heal Sigd. -= t-l.. ......................... .......0 Date Application Approved By------- -- ----- - ------ ---- D.e Application Disapproved for the following reasons-------------------------------------------------------------------------------------------- ----------------•-- ------------------------------------------------------ ---"----------------------------------------------------•-••-•------......------•••----••---.....--•••-------------------------••-•-------------- +r Date Permit No.................. ••------------------------------- Issued..1� °�rL" ... .....76X--------•- Date NO.. FEx.. . .................... THE COMMONWEALTH OF MASSACHUSETTS BOARD OF - HEALTH j G'0.•....... = OF........... ., .0...;.: ... . .. r . pphratiun -fur 4:1,4puutti Works Tonfitrurtiun Vaunt ry` Appl'ication is hereby made for a Permit to Construct or Repair ( ) an Individual Sewage Disposal - - System at ••-- ----- _ ••------ ........�------------.....-----•------•-••--•---------••--------.....-----•--- - Locatio A ress or Lot No. --- - - - ------- ------- ---l....................... .................................. --.._..----------•----------•--------------------------------- ;a Owne Address . -- Installery ,- Address 041 Q Type of Building Size Lot H-I Dwell' o. of Bedrooms._ .:. 11TK_ .__...._.___EYpansioonn ttic( Garbage Grinder ( ) per, Other K Type of Building ._.. :. :E___: _ ______________ S otve"r�;py( ) 'S Cafeteria ( ) z Q Other fixtures -------- -------� --�-------------------------------------------------------....--------------'----------------------- W Design Flow.................................. .... ..gallons per person per day. Total daily flow___-___------------:----------------------:.gallons. P4 Septic Tank Liquid capacity ,$i�gallons Length________________ Width................ Diameter-----...._.'.•._ Depth...._.____._.... xDisposal Trench—No- -------------------- Width--------------------- Total Length-------.----------._ Total leaching area--------------------sq. ft. Seepage Pit No..................... Diameter-------------------- •Depth below inlet__________ _._.._ Total leaching,%'area_._-___.________-sq. ft. Z Other Distribution box ( ) ' Dosing tank ( ) Q b 3 I7 y : a Percolation Test Results Performed bY------------ ...................................•-•-•----•-•---- Date-._.._.------------- ------------------- ,� Test Pit No: I----------------minutes per inch Depth of Test Pit-------------------- Depth to ground water-..______-__.__.._._._.. �14 Test Pit No. 2________________minutes per inch Depth of Test Pit.__-----•-._.___-__• Depth to ground water..................... x --_t-------------1-• ....---- ` y -- D Descri Description of Soil .' -- --- -----6-------- -��".... ..--- - '"`• ......................................... x P. . 1-' Q -----------------------------------------------------------------------------------------------------------------...----------------------------------------------------------------------------------- V Nature of Repairs or Alterations—Answer when applicable--------------------------------------------•---_-------.---__-.------------............... .... Agreement: tt The undersigned agrees to install the aforedescribed Individual.Sewage Disposal System in accordance with the provisions of Article XI of the State Sanitary Code`"`-- The undersigned further agrees not to place the system in operation until a Certificate of Compliance has be i by th board heal S. Application Approved B t ___-. r. PP PP Y = ` om f Application Disapproved for the following reasons:--------t=---•------------------------•--•-----•............--•---.._.......---•---------•-------•-------•--- •-••••-••....-•-••---•-••--•----•-•••------------------------••-•.........•••••--•.....-••-••••••.=-----•-------------------------------_-..---•-•-•-----------------------------•---••-•-------.----- x•` Date ;_.Permit No......................................................... >: Issued --------•-----.---•-.--•--- r, Date E THE COMMONWEALTH OF MASSACHUSETTS BOARD HEALTH . ►',�a-s.... ............................................................. 01rrtif iratr of 0.111w aurr T S IS TO C - FFY, hat the Individual Sewage Disposal.System constructed ( ) or Repaired b --------------------------------•-•-••-•-•---•••-• ---••-......---•---- ----- st r at ......•--------•---••--..-•-- has $een installed in accordance:with the provisions of-:Article XI of The State Sanitary Y,�/y Co eas d cribed in the application for Disposal Works Construction Permit No______________ _ -_!�__.__....___ dated __.- � ' THE ISSUANCE OF THIS CERTIFICATE SHALE. NOT BE CONSTRUED AS.IA RANTEE THAT THE SYSTEM.WILL FU TION SATISFACTORY. DATE.---=...... `J ��f Inspector --• ---- �/r---------------- - P THE COMMONWEALTH OF MASSACHUSETTS BOARD O HEALTH ;r O F A '7r.."y"1 J " No. ( FEE....... Bitivu 1 .or CLu ptrur"In Vrrmit Permission i he granted-------- --••- --•-•--- to Constr c or Rea an divtduewa a is sa S stem ( ) ,Yj� at No.... - --� -•---•-_ ._:_ ........ .:. VV ---- --- "= Street as shown on the application for Disposal Works Construe"tion r it No,_ .___ :__ d .�................ .. _ a oard of.He Ith DATE-- •••--- ------------------------------------------------------------ FORM 1255 HOBBS & WARREN. INC.. PUBLISHERS _ f loe DATE P-E R-N-1-T ISSUE-D= 7`Z 6v tOCATIO►i 17T-30 SEWAGE PERMIT NO. Route 6A 74-124 VILLAGE West Barnstable I.N S 7 A L.L E R'S !LAME A ADDRESS Kevin Hickey 6 U I L 0 E R OR OWNER Peter Ungerland GATE PERMIT ISSUED 14/3/74 DAT E C0M ►LIAMCE ISSUED 5/23/74 "k,�✓ .._i .__._..�...�._._.,..�.�. __ ik II R� +�. �. � 's. �' t t_O..0 1�T.1.O.t�J 6,C4E_.'.P.E-R.MIT M-0,. ....1, ..I r AAE D A i T ry 6 99 69 / -- 98 -- EXISTING CONTOUR ' x 100.98 EXISTING SPOT GRADE N( EXISTING WATER SVC. Vic;, �,ao• Y�,g - e EXISTING WELLEXISTING GAS �+ 100.52 EXISTING SEPTIC TANK �GW- OVERHEAD WIRESC 6 uau� (750 GALL PER TOWN RECORD) ��Y . UeCO�.'�. 'y ::• :°'..r•.. TEST PIT W ltlnaA �n., zj/," F. PUMP, RUPTURE, Fl L WITH 99,61 .1Ob x 101.90 BENCHMARK Tbn Ole vnl gsmm, �i SAND & ABANDO, R, REMOVE Q82 .O 1NV.(OUT)=107.34f / ULDER 7 o, 'LEGEND wn Itlen ' l 99s2 ` •' � '� PROPOSED H-20 SEPTIC TANK M lolllbery/ LT WenIB MbleT•bles ~ /S • ' 103.31 /L6C. 10258 •� 9. LOCU$ p xyo.82 �% 104.67 EXISTING LEACH PIT ca 99.45 :. / (FROM RECORD AS-BUILT) Ca / f : ::.. , r .6 104.69 "� ^ TO BE PUMPED, FILLED a 1047 p•.: WITH SAND & ABANDONED LOCUS MAP �H, � 306.21 Q 105,63 0� x 99.40 10y62 105,72 AL TERN, E 106� " : „ 8• Y GENERAL NOTES: / LOCATION ECK x 1bs;zs 3 m CATCH BASIN 106.6 ":�.'°' 2S( oQ,, PROPOSED S.A.S. 1 g. S 2-500 GAL CHAMBERS 1. ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL 99.20 ( / %'. .• 106,36 OJ+ 4y BOARD OF HEALTH AND THE DESIGN ENGINEER. Bo DER 104,78 SURROUNDED W/4' STONE x EXIS NG '•10 .99.'•••::r . '... x 103.10 106.02 HOUSE&26) 2. ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS 100.00 � .0.F=1Os.st VENT OF THE STATE ENVIRONMENTAL CODE, TITLE V, AND ANY APPLICABLE PK SET 00.17 �+• °. ,.,`:'• TP-1 .�`y?,S, LOCAL RULES AND REGULATIONS, EXCEPT AS REQUESTED BELOW: � : ' ,. 104.82 iis�3.•,. `•�:1' 21 0 -310 CMR 15.405(1)(b): LOCAL UPGRADE APPROVAL 1) A 3' variance to the 3' maximum cover requirement, for up to G4RAGE J 6' of max. cover. S.A.S. shall be H-20 and vented. sc TP J�5.6` Y 05,9 3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR ;: -:• 1o2.7s 1oa.io:::: .;''::" �„ <( TO INSPECTION AND APPROVAL BY THE BOARD OF HEALTH AND THE I) II :;?�?y,: • +71. 106.77 DESIGN ENGINEER. ::.;':•', 10 $5,0 ....; x 106.10 +,108,24 4. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN •��\ ,'; 105,33?.. x 106.31 ENGINEER BEFORE CONSTRUCTION CONTINUES. 5. ALL ELEVATIONS BASED ON AN ASSUMED DATUM. N ° ,.'t 1os. o / 6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF 1• ;:`� THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF +108.26 HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION. •"''•`:�" 7. WATER SUPPLY PROVIDED BY PRIVATE WELL. 87, 8. THERE ARE NO ABUTTING WELLS WITHIN 150' OF THE PROPOSED S.A.S. 1 x 107.71 +108.50. 9. ALL AREAS CLEARED FOR CONSTRUCTION SHALL BE RESTORED AS 100,66 +106.73 AGREED UPON BY OWNER AND CONTRACTOR OR AS OTHERWISE <v DIRECTED BY THE APPROVING AUTHORITIES. 102.55 SH .`305.23 : 105.55/ / 10. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY T DH x 104.58 / LOT 5 THE LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING CONSTRUCTION. 101.03 EXIST. WELL 94 40,007f S•F• // 41 1 1. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL UNSUITABLE SOILS / x 107.11 +108.76 IN THE AREA BENEATH AND FOR 5' ON ALL SIDES OF THE S.A.S. AND REPLACE WITH CLEAN SAND AS SPECIFIED IN 310 CMR 255(3). \ 12. AREAS REQUIRING STRIPOUT OF UNSUITABLE MATERIALS SHALL BE +107.43 INSPECTED BY DESIGN ENGINEER PRIOR TO BACKFILL. S 13. THIS PLAN IS TO BE USED FOR SEPTIC SYSTEM PURPOSES ONLY AND NOT CONSIDERED TO BE A PROPERTY LINE SURVEY. x 3 �,/ +ios.6s 14. THE ENGINEER IS NOT RESPONSIBLE FOR ANY UNDOCUMENTED SEPTIC aS SYSTEM COMPONENTS NOT SHOWN ON THE PLAN. of Mgs�9cyG s83oo 3,, / PARCEL ID: 178-029 PETER T. McENTEE o F o A:, PROPOSED SEPTIC SYSTEM UPGRADE PLAN U VIL NoC1351009 N +108.98+1o9.1a 26 WHITE CAP LANE, WEST BARNSTABLE, MA 6ISTE n� Prepared for: Cape Cod Septic Services, 350 Main St, W. Yarmouth, MA 02673 F OWNER OF RECOED LONG BEACH PROPERTIES LLC Engineering by: SCALE DRAWN JOB. N0. ( t,r2Z C/O K H, H, E, K LLP Engineering Works, Inc. 1"=300 P.T.M. 314-21 '(� U 1 FINANCIAL PLAZA SUITE 1600 12 West Crossfield Road, Forestdale, MA 02644 DATE CHECKED SHEET NO. PROVIDENCE, RI 02903 (508) 477-5313 2/11/22 P.T.M. 1 Of 2 NOTE: TO PREVENT BREAKOUT, FINAL GRADE SEPTIC TANK SHALL NOT BE AT, OR BELOW, EL.=100.35 INSTALL RISERS & COVERS OVER INLET & FOR A DISTANCE OF 15' FROM THE EDGE OUTLET AND SET TO 6" OF FINISH GRADE PROPOSED D-BOX OF THE PROPOSED S.A.S. PROPOSED S.A.S. IF DRIVEWAY IS REPAVED, INSTALL SECURED INSTALL RISER & COVER PROPOSED S.A.S. 2-500 GALLON CHAMBERS H-20 FRAMES/COVERS SET TO GRADE SET TO 6" OF GRADE INSTALL RISER & COVER OVER ONE CHAMBER AND SURROUNDED W/ STONE T.O.F=106.9t(FRONT) SET TO 3" OF F.G. TO SERVE AS INSPECTION PORT VE MAX. NT 4=106 EL F.G. . . F.G. EL.=105.9t � F.G. EL.=104.7t � F.G. EL.=106.4t ( ) 48.91 MAINTAIN 2% SLOPE OVER S.A.S. HOUSE(,426) T.O.F.=106.9t L = 12' S=1% (MIN.) ® S=1% (MIN.) ® S=1% (MIN.) 21'5 4"SCH40 PVC 4"SCH40 PVC 4"SCH40 PVC *4. 2" LAYER OF 1/8" TO 1/2" GAR,4GE 4 DOUBLE WASHED STONE 43.2' zry to"I s BaRp5814" Ba2' EFF. aa01.65 48" LIQUID DEPTH aa3/4" TO 1-1/2" DOUBLE 56.3 LEVEL ADD PROPOSED 4' WASHED STONE GAS BAFFLE INV.=100.67 _ INV.=100.50INV.=101.40 D BOX EFFECTIVE 3 OUTLETS INV.=100.45 PROPOSED SEPTIC TANK H-20 RATED 2-500 GALLON LEACHING CHAMBERS H-20 RATED SURROUNDED WITH STONE AS SHOWN CONNECT TO EXISTING SEWER NEAR EXISTTNG H-20 RATED TANK INLET LOCATION, INV.=101.8t(VERIFY) TOP CONC. ELEV.=101.6f S.A.S. LAYOUT NOTES: BREAKOUT ELEV.=100.95 INV. ELEV.=100.45 ®aaa 1) CONTRACTOR SHALL VERIFY ALL EXISTING PIPE aaaaaaaa®aa INVERTS, PRIOR TO INSTALLATION. aaaaaaaaaaa BOTTOM ELEV.= 98.45 2) SEPTIC TANK & D-BOX SHALL BE SET LEVEL AND 4' 2 x 8.5' = 17.0' 4' TRUE TO GRADE ON A MECHANICALLY COMPACTED 4' OF NATURALLY OCCURRING EFFECTIVE LENGTH = 25.0' STABLE BASE OR SIX INCH AGGREGATE BASE, AS PERVIOUS MATERIAL SPECIFIED IN 310 CMR 15.221(2). 5' (MIN.) ABOVE G.W. LEACHING SYSTEM SECTION CE3 0 3) INSTALL INLET & OUTLET TEES AS REQUIRED. BOTTOM OF TEST PIT, EL.=94.4 F_ ® ® ®® ® 3.�„ 4) A GAS BAFFLE SHALL BE INSTALLED ON OUTLET TEE EST. HIGH G.W.>5' Of AS MANUFACTURED BY TUF-TITE, ZABEL OR EQUAL. � LLI 5) ALL SEWAGE SHALL BE CONNECTED TO THE NEW SEPTIC SYSTEM PROFILE N z ® ® ®® SEPTIC SYSTEM. - IT 102" SOIL LOG DESIGN CRITERIA DATE: APRIL 26, 2006 (REF P#11265) 4" KNOCKOUT NUMBER OF BEDROOMS: 1 SOIL EVALUATOR: SULLIVAN ENGINEERING 20" DIA. COVER WITNESS: DON DESMARAIS R.S. HEALTH AGENT SOIL TEXTURAL CLASS: CLASS I (LOADING RATE=0.74 GPD/SF) ELEV. TP- 1 DEPTH ELEV. TP-2 DEPTH 4" KNOCKOUT / 4" KNOCKOUT 58)' DESIGN PERCOLATION RATE: <5 MIN/IN 106.4 A 0" 106.4 A 0" 0 DAILY FLOW: 110 GPD SANDY LOAM SANDY LOAM DESIGN FLOW: 330 GPD 105.3 B 10YR 4/4 13" 10YR 4/4 105.4 B 12" 4" KNOCKOUT GARBAGE GRINDER: NO-not allowed with design SANDY LOAM SANDY LOAM 10YR 5/6 10YR 5/6 LEACHING AREA REQUIRED: (330 GPD) = 445.9 SF 103.5 C 35" 104.0 C 29" 500 GALLON CAPACITY, H-20 LOADING .74 PROPOSED SEPTIC TANK: 1500GGALLON CAPACITY, H-20 RATED 35"/53" 23"/41" CHAMBERS PROPOSED D-BOX: 1 INLET, 3 OUTLET (MINIMUM), H-20 RATED ' MED: SAND MED. SAND USE 2-500 GALLON H-20 LEACHING CHAMBERS IN SERIES 2.5Y 6/4 2.5Y 6/4 PROPOSED SEPTIC SYSTEM UPGRADE PLAN SURROUNDED BY DOUBLE WASHED STONE ON ALL SIDES 26 WHITE CAP LANE, WEST BARNSTABLE, MA SIDEWALL AREA: 2(12.8' + 25.0') X 2 = 151.2 S.F. Prepared for: Cape Cod Septic Services, 350 Main St, W. Yarmouth, MA 02673 BOTTOM AREA: 12.8' x 25.0' = 320.0 S.F. 89.8 120" 94.40 144" Engineering by: SCALE DRAWN JOB. NO. TOTAL AREA:. ....................................... 471.2 S.F. Engineering Works, Inc. N.T.S P.T.M. 314-21 "' ' ' " ' ' ""' PERC RATE <2 MIN/IN. "C" HORIZON 9 9 DESIGN FLOW PROVIDED: 0.74 GPD/SF(471.2 SF) = 348.7 GPD NO GROUNDWATER ENCOUNTERED 12 West Crossfield Road, Forestdale, MA 02644 DATE CHECKED SHEET NO. (508) 477-5313 2/1 1/22 P.T.M. 2 Of 2