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HomeMy WebLinkAbout0056 ARROWHEAD DRIVE - Health 56 ARROWHEAD.DRIVE HYANNIS A- 271 =053 ------ --- - - - - ------ - _ _ a TOWN OF BARNSTABLE t LOCATION SL /4rrOuJllcooQ_ dR' SEWAGE# Zo18 -3y8 VILLAGE 14g0Lnrn;S ASSESSOR'S MAP&PARCEL INSTALLER'S NAME&PHONE NO. S EXCayo-4;on q-1n- OLS3 SEPTIC TANK CAPACITY I coo c�a S LEACHING FACILITY:(type)-roc no; 5 2' (size) Z A 3 X 33 k r " NO.OF BEDROOMS 3 OWNER Col I ccn M anctozo_ PERMIT DATE: It- 13-OS COMPLIANCE DATE: Separation Distance Between the: . Maximum Adjusted Groundwater Table to the 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 i I Al - 2 5'S A2- Z 9 a2. 29 R3. 37' REAR 33- 33 ' A fly- 3`7' 0 B4- G No. (� _ 0 Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes Rppfitation for -Misposal bpstem Construction permit Application for a Permit to Construct( ) Repair p ) Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. Atr(o w V O er's Name,Address and Tel.No. Assessor's Map/Parcel 2—,f I 053 Hj s,41AS �4en daZG' Installer's Name ddress,and Tel.No. Designer's Name,Address,and Tel.No. -Acfw vt0(-x 5v8- �477--0 _�_Ichelz"Ty env ,7y -Q9`t Type of Building: Dwelling No.of Bedrooms�� Lot Size sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) �J� gpd Design flow provided S gpd Plan Date Number of sheets Revision Date Title Size of Septic Tank Type of S.A.S. Description of Soil Nature of Repairs or Alterations(Answer when applicable) 2- 3 X 3 �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 s� d o al l -Si Date �` I �.l}►'•� Application Approved by Date 13 Application Disapproved Date for the following reasons Permit No.� YB Date Issued l 13 ?ems I ' � a No. C.E?'`�Tq Fee /w THE COMMONWEALTH OF MASSACHUSETTS Entered in compute: PUBLIC HEALTH DIVISION;- TOWN OF BARNSTABLE, MASSACHUSETTS Yes implication for Wposal *pstrm Construction-hermit Application for a Permit to Construct( ) Reparr _ pgr�de( ) Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. 5 A U h o t ( O er's Name,Address and Tel.No. Assessor's Map/Parcel U(�ti°e - (�S S - z Installer's Name,Address,and Tel.No. Designer's Name,Address,and Tel.No. 7- Ic►hcjz �n� �7LI - R� 4 - Ii � L Type of Building: Dwelling No.of Bedrooms a Lot Size sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers'( ) Cafeteria( ) Other Fixtures lc Design Flow(min.required) gpd Design flow provided �� `� gpd Plan Date Number of sheets Revision Date t � Title 6• Size of Septic Tank Type of S.A.S. Description of Soil 'w Nature of Repairs or Alterations(Answer wh n applicable) Z X / / �. 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 and of Health !! 1. igned Date I I a Application Approved by Date 1 Application Disapproved Date for the following reasons Permit No. /y,, �Sl� Date Issued ---------------------------------------------------------------------------------------------------------------------------------------- THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS Certificate of Compliance. THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired( ) Upgraded Abandoned( )by T-')-1 P� ��/1\/ca at /. i,,; , —� �+i, �T/ has been constructed in accordance o —y�T�� t with the provisions of Title 5 and the for Disposal System Construction Permit No.7�( � dated I t 13 ` Installer' (� _ F- ��) ! �o� ��r� L F���I Designer D #bedrooms a Approved design flow gpd r The.issuance of this pe it shall]pt be construed as a guarantee that the syste will funcU as esrgne e Date �) ��'7 � Inspector No: Fee �". THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS Disposal *pstem Construction 3permlt Permission is hereby granted to Construct( ) Repair(�) Upgrade( ) Abandon( ) System located at r'„ r �Ta C, 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:Construction must be completed within three years of the date of this permit. Date ' I'Z ., Approved by Town of Barnstable P�OFV.E 1p Regulatory Services Thomas F. Geiler, Director BARNSTABLE, • Public Health Division i659. A Thomas McKean, Director FD MA'S -200 Main Street,'Hyannis, MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Date: .11.Z13-IS Sewage Permit# 20i8 .3 y8 Assessor's Map/Parcel 2'11-53 Installer& Designer Certification Form Designer: _Q0.yc F6Kcr-AcA Installer: 64e 3 EXco�yc-,4il2n Address: Q.O. BOX 331 Address: 19 'TcoJcrr��.r.� No,t-w elr, Fol-C:54-L-Ac i On 11_ 13 _pg A+g xzMUQ_;o,^ was issued a.permit to.install a (date) (installer) septic system at_SI ArrOtil)lG0.c3L Mr'uc_ based on a design drawn by (address) dated 11 -9- 18 (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 distri4ution box and/or septic tank. Stripout (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 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. Stripout (if required) was inspected and the soils were found satisfactory. DAVID Ql- 9c D. staller's Sign ) HEM,JR. NO' 1211 4 eT (Designer' Signat. ) (Affix Desig p 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. - gAoffice forms\desigurcertification form.doc Town of Barnstable P#' DepartlacatofRmulatery Services rr i Public Health.Division Dllra 1 d (Ci 11 ,6 NAMha typ 200 Main Stint.Hyenn(s MA 02601 .Date Scheduled ! 1 / Tine Fee Pd. ! V �t Soil Suigia6�':.ty Assessment fear Serr��e Disposal ')D "i t�i� /���,, ,rye Pertartoed sr• Wilnessetl ey: L'J V af�1 I LPCATIOX �&�0yENERAL"&NE®R1�IA/ry���0/�p'� LomlioaAddr� �4 Assessar'ahlaptt'ateN: L��%s�� Ansrm.er Sn �_�.�/��J/ NEW CONST UMON REPA Tacphrm,0 1-74-1 �/�I't� Lurid-Use o'� slopes(%) SurGct smrxs .. T)istaRM fmm: (h=Wamr Body R P(w7,blc Wo Area A OriWnit Watar Well A ` DrAMM Wiry A Property Lid A Od,a A I SIKETCH:(street name.dimetMons oflot,oust Io=t1tmsofw holy k pore tests,beam oreth mis in proximity to holes) Pucat ittaYtial(gedogic) �w `�6l' �� Depth to Haw& t'I Depth toGroundwater StsMingWatainHok: Weeping from Pit Face Estimated seasonal High Gmundu-amr DETERMINATION FOR SEASONAL HIGH WATER,TABLE Method used: Dcpih Ob=%,Wsmnding in absholc: la. MIA to soil moalez in. Detuh m weeping from side of abs.hole., in. Grotmdwater Adjuctmmt (L Index Well# Reading Darr. Ind"WcU levd Adj.factor_Adj.Grotmdawer Lerel_ PERCOLATION TEST Dat Tttae obsrnatioa. - Hole A t ` DtptL of I'cicAA Time¢tfi" N yT .. . start Pro-AA Time 0 �t! Time M-r)---�TTTI�--- . Find Ptc awk ! , Rate M*Jtnch site suitabiray Assasm= Sitc rained Site Peihxt AdditionalTeming Needetl(Y" Original:PublICHcaMDlrlslon ObsecvotionHoleDauToBeC"IetedonBack *'*If percolation tat is to becondected Within 100'of wetlands you must first notifb the Barnstable Conservation Division at least one(1)week prior to beginning. Q.%EPT r0pERCFORM.DOC f DEEP OBSERVATION HOU LOG" Hole# Deptb fmm Soil llezon Sal7eatmu Soil Color Soil ^- Other Smlbce(ta) (l.SDA) (btumciq Mauttts (SaKWMSWMSBml&M a ` DEEP OBSERVATION HOLE LOG Hole# Dm&from Soil N+nima Sod Tesuare Sail Color Sal Other Surfsw(in.) (USDA) (Munic") Mauling (Swrnoe.Srow.BooWrn t/ DEEP.OBSERVATION HOLE LOG Hole# acpth from Soil Not¢tm Soil Ttstmo Sail color Son Other Smfacc(ia.) (USDA) (Momon) Mottling. (Structure,Stones,Boaldem ce�te,�v_rseraNen I 's DEEP OBSERVATION HOLE LOG Hole# Depth@om .SoilNutizon SollTCMM Soil Color Soil Other' .. Sut+fut W (USDA) (+fawn mottling (Strumtrr.Stones Hooiects. &lorod_I_ntamltacc RgxeldJa$; , t. Above500yearR.Wbtmadaoy No Vim. Yes Urabin%1)yew bouvdny 140 Yes , Within l00yru flood 6wduy'NoX Yam_ l}ec oP:�iaiuri6tty Qeeurriort Pere ria7u�a 3V►aterl>al Does at least fbpr feet of naturally occumng perT tetial exist in all areas observed thrtmgitont the area proposed for the soil absorption cyst=? If not,what is the depth of naturally occurring pdwious material? Certiflatton i /�, I cetify that wr/f l (datel1 have passed the soil evaluator examination approved by the Dcpairtment of Fn u ' tal Protection and that the above analysis was perforn�d by consistent with the tealuired traini cttise a des in 3l0.CMP 15.017. Signature Date Q�1SEYi1CiPFaC@6C,M.DOC TOWN OF BARNSTABLE LOCATION DA, SEWAGE VILLAGE ASSESSOR'S MAP & LOT -' INSTALLER'S NAME &' PHONE NO. S13,L,,n 385-c3a 60 SEPTIC TANK CAPACITY l U U U LEACHING FACILITY:(type) 10U0 g (size) NO. OF BEDROOMS PRIVATE WELL OR PUBLIC WATER BUILDER OR OWNER Ian DATE PERMIT ISSUED: DATE COLiPLIANCE ISSUED: VARIANCE GRANTED: Yes No lo� •:a '"7 THE COMMONWEALTH OF MASSACHUSETTS BOAR® OF HEALTH .................... ..........OF..� ....e s.'�... ...L....��- Applirativat for 11hipaii al Works Towitrurtivat Frrutit Application is hereby made for a Permit to Construct ( ) or Repair ( ) an Individual Sewage Disposal System at: ................ Andg&&d w, �--.-••---•.........•. . ..........---------•------.........................---...••...�.......�..............•--•-.•-------- n,Add /..... j........ o ° q ............................ ►W-a ///U Q/.S �`lCJ�J (J( S J ddress r.......r... : N . ......-•.......................................... Installer Address Type of Building Size Lot__ 5 _.._..___Sq. feet Dwelling—No. of Bedrooms...............33..................___.__.Expansion Attic ( ) Garbage Grinder ( ) aOther—Type of Building ............................ No. of persons............................ Showers ( ) — Cafeteria ( ) a' Other fixtures .............. d — --------------------•--------------- W Design Flow.................................:!;_`d-.---gallons per person per day. Total dail flow.....$-a...........................gallons. WSeptic Tank—Liquid"capacity&,O®_gallons Length_0-A.._. Width..* . Diameter------- Depth_S=Z`:.. x Disposal Trench—No. .................... Width_... _. ........ Total Length.................... Total leaching area....................sq. ft. Seepage Pit No............ ----- Diameter....... ........... Depth below inlet...t ......... Total leaching area_z�_/:.....sq. ft. Z Other Distribution box (w1f Dosi tank ( ) Percolation Test Results Performed by.%tank ►�!//fi�... A P ................................. Date. ". as Test Pit No. 1_....�.._..minutes per inch Depth of Test Pit----/3........... Depth to ground water........ fi, Test Pit No. 2.......e......minutes per inch Depth of Test Pit...l-.Jr.......... Depth to ground water-----------_----------- Ix •-------- . ----------•------•-•••-----••--------- - ------ ----------- ----------------------------------------- Description of Soilv'a /¢,es ,fdp Q.✓� ....................................... x S W ------------------••........------------•-•-•-•--------------•--------------------------•--------•----------•--------•--------------------------------------------------------------------------•-----•- UNature of Repairs or Alterations—Answer when applicable............................................................................................... Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System i accordance with !1 the provisions of f'1 A ITI LE 5 of the State Sanitary Code—The undersigned ' th fees to lace the system in operation until a Certificate of Compliance has been issued by the board o he t Signed...&b..�ek r5 IU 3, X.1 D e Application Approved B ._ _......._. ate Application Disapproved for the following reasons-............................................................. -------•------•-----------•-----•----------•---- ---------------------•-----...----•••-------•------------•--..................•---------------------...•.-----------•-----•••---••--------•-----------------••--•••--••-----------------------•......... �j Date Permit No._d.:"-•'- .... .............. Issued_......- _11- � il:.t fr -, • yr� THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH vrn� OF. I`�.4�i✓<51 ........................................... ....................... Appliraa#ion for Disposal Works Tonstrurtion Prranif Application is hereby Trade for a Permit to Construct ( ) or Repair ( ) an Individual Sewage Disposal System at: Cv Location.Address or Lot No. --••..................—••^..................•......•......••-••--•........................._.... ............•...•••...•-•--•.........-----.....-••--••---........-•--............................. Owner Address W I M Installer Address r- U Type of Building Size Lot_ %.. y.........Sq. feet V Dwelling No. of Bedrooms..............�.. g— ..........................Expansion Attic ( ) Garbage Grinder ( ) Other—T e of Building No. of persons............................ Showers W Other—Type g ---------------------------- P ( ) — Cafeteria ( ) Otherfixtures -••... ...............•-------------------------------------------------•.................-............... W Design Flow............................... ..y._..gallons per person per day. Total daily flow..... ............................gallons. WSeptic Tank—Liquid capacitye�i?��.gallons Length.! :4".. Width_`/_'Z"_._ Diameter.....-•...._.... Depth.-'-_�._e' x Disposal Trench—No..................... Width.`. Total Length.................... Total leaching area....................sq. ft. Seepage Pit No.............Z-..... Diameter.......el'. ------- Depth below inlet._.4�;. ......... Total leaching area.. .!.....sq. ft. Z Other Distribution box (✓) Dosing tank ( ) aPercolation Test Results Performed ................................... Date_Z.-.. ............ a Test Pit No. 1.....�------minutes per inch Depth of Test Pit..../.`......__. Depth to ground water.-___-'.-":.:'_.....__. Li, Test Pit No. 2......�`.......minutes per inch Depth of Test Pit...LY......... Depth to ground water........................ P+ -•---•-------------------------------/-----------••----------------------------......................--•--•••-•••-•••-•--•-••-••-••--•---•--•••-----••••.--••- / '" w.3 C_ G��'�=� �` — . =`a =` _x G.,/.�=fir Description of Soil. ' --..F............-•--•-•••. U •--••--••••••-•-••••••••-•-••••-•-----•--•••••---••-•--•-••••---•---•-----••-•-----•-•-•......-•--•-. -----••----•--------------------•--------••••••••••••••••••-••-•--•••-••--••••...-•-----•-•-•••-••••-----••••---•••••.........--••••--•-----•-•••••-••------••-•------------•---•--•-••--••--•---•••••-- U Nature of Repairs or Alterations—Answer when applicable............................................................................................... . -••..................•-•••••••------........_....••--••-•......----••--•-••- Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Dispos ystem in accordance with the provisions of 'I`;IZ 5 of the State Sanitary Code— The undersigne `ur` . -agr es not to place the system in operation until a Certificate of Compliance has been issued by th oar f 1 th. Signed................................... ...... ./.--•-•--•....-•--•-••-•••...... Date JG a Z, B --- Application Approved By-••-•--------•----•••••. TX � • . Application Disapproved for the following reasons-............................................................ ---------------•-----------•------------------ ..............................•••--•---•....••-•---•---•-•-••-•--•••••••----------•---.......----•-•••-•-----••••--•-•••-----•-•--••---•-••-•••--••----------••--•--••••-•--••-----••--••-•••--...------ Date Permit No. >1.4_ ---------------- Issued.--- --------..---- Li_ 1 THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH ................O F. Trrtif irFatr of ToanpliFanr THIS IS T CERTIFY, That the Indivi al Sewage Disposal System constructed i�/) or Repaired ( r) by �� �C+E' -----------------•----...-----•-•-•--......-•-•-•.•----•----.::--------.._........--•••---•-•---••-- / • nstaller atrum -•• - :---•---•--------------------------- has been installed in accordance with the provisions of TITLE 5 oThe State anitary o e as described in the application for Disposal Works Construction Permit No.__ �.. ...... dated-_�1�/ ..��;z I ------•---- THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE�/NST UE® AS A GUARAN E TIiAT THE SYSTEM WIL FUNCTIO SATISFACTORY. DATE..........,/�----- ----. ... .�.............•---•--........-•.... Inspect r__.._. _. > THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH �..T...�.................OF � . . �. Disposal Works T nstrwtion rrani# Permission is hereby granted. - o_ to Constuct ) or Repair ( ) an Individual Se��age Disposal System at No.- . • • �.. : ... b �yf �Stree • as shown on the application for Disposal Works Construction Permit _ . Dated..._. Wr ----------•---�� .ram. --....---...�� /'."' Board of Health DATE - �,....... .. FORM 1255 HOBBS & WARREN. INC.. PUBLISHERS - �PyoFTHepo�yo TOWN OF BARNSTABLE OFFICE OF BaEB9TSBnE i MA88. BOARD OF HEALTH 1639.q oo'E0 pY 367 MAIN STREET HYANNIS, MASS. 02601 i November 2, 1989 Mr. Fred Yeomans Builtwell Homes 1061 Route 6A Brewster, Ma 02631 Dear Mr. Yeomans: You are granted .a variance from the Board of Health Interim Groundwater protection Regulation limiting sewage flows to 330 gallons per acre in certain "Zones of Contribution to public water supply wells. This variance will allow you to install an onsite sewage disposal system at Lot 6, Arrowhead Drive, Hyannis, Massachusetts, with the following conditions: (1) The septic system must be installed in strict accordance to the submitted,plan. (2) The designing engineer must be onsite and supervise construction of the onsite sewage. disposal system and .must certify in writing to the Board of- Health that his design has been strictly adhered to prior to the issuance of a Certificate of Compliance. (3) The dwelling cannot have more than three (3) bedrooms. Sewing rooms, dens, lofts, mudrooms, enclosed porches, finished cellars and similar type rooms are considered bedrooms according to the Department of Environmental Quality Engineering. (4) It shall be recorded on the deed that the onsite sewage disposal shall be pumped every three (3) years._and written certification submitted to the Board by a licensed septage hauler. (5) The dwelling must be connected to public water. (6) The dwelling must connect to town sewer when the Board determines it's availability. This variance is granted because it is one of the few remaining vacant lots in a developed area. It is the opinion of the Board that the installation of another septic system in the area will not significantly alter the poor quality of the groundwater in the area. Very truly yours, . M. a M.D Chairman BOARD OF HEALTH TOWN OF BARNSTABLE GF/bs .. S97 Go.t ii�.00 Za I-6 �>G 6'. _ - 1-74,,o,J head r� 'J/I e tome t I .77i(.UC TJZ ORk7��O5ED Go.L .POt 69 0 ;o ` `JO l ride '� M2 S 9 P 3-05.R. l000 rt �Z• i� loop30 . Dc 9 1DR1 v E 171,C Cie c ii �7 60.0 ; _�v- PA.r�u, ,ot 7 1 !lycuuu�.� i'a. �12601 t 4Z o _ P4,0lite r!o Sccte Ch vmviP.c to --- o I000 I u' h r S 1 Pit Septic `J0,1u-17, �,�, , I,U/! l d tovte ;I ,b. b erlico om-a 3 s/.o i... � 5 ivT;v aLi� vto �,,t ixic -ad .tow 330 apd : ' ---�-L' 8• --`� I ' —Pea hinq. a tra 20! ;. Capaci Ll27 cad - - 1 ..; V Sl:,ctcA Pt �an o f Xand in 'loa :�U i f twau �Ior e Oebt� tot 6 aa, ahowa on a plan %ecoaded in hoof;. I S9 pad-e t Pua t ioovs c✓ie on an u s u,xwd (Lr,twt. „�CLe_--/'1�Ps2(.:�- GvtrLUGU `rOa2l� O�' �PG.C.�IZ :e4t 1'a t / 7359 ; ,top top & 59.7 pe&c c)CI-0 c!can �r . : �Cc'4(1 i I � r I t'%.RD 'J'Cu Vo, ,�tr I d•t nr. . h.; jOr7C I �' O6 'MILNE �. #1 ~ .0 9 �o ��;/; No.32490 Sc T f A jN� C 9EC! RED F SIpNA��� 'PJi0�4IS`Tp Os�`�i'' 47z 44.7 i 5*97 1¢.S 640.4 : I /lit,tow rad I 1 r�z pROPosEa I_. Go.L I 1 Xo-t 69� v !D00 c c V' �ln. „��le n 8952 's 3-6.R. -13 o• I !_ 3 z 100 i 30 Bata I0-5-09 �' I D R I ✓ E 23 j .�. . i� Al 60,qtt Care .0 ;. I 149 Pc✓bo t road 4z'O :Chimseq to l l 0¢ ie — J � --- Woo i 0N FT-1 becl�roo,He- 3 g'/.o J tiJ'JO�C<� KO -r- CatanrcJed 'Cow 330 apd .CeacA4Aa cz&ra 201 Capacity c127 cPd -Sketch [)Cave o+? Xand :in /Jueum Z4, Ala. , e bs� tot 6 ad. 1,hoow' on a plan 4xcoadea d rn hook. I 59 pag.a ul , ZPUCvtilOn3 G/G2 On an CvLS,CI;tl.�.d datw,% rjeAt Pit P-7359 L . . . ,.. � ..... /`lade 7-/4-8 0, o� No -top � ,top & 59.7 I S8 L .,c 7 p et r►' N c CIO Crl/lL4.l.I Ol 6P. I �•(QV` sT9�1!a�w j,JG.•:O� ,RD `N .. i j f I 1 0 [A , n ltv H. " No.32490 a Q C TF •�f\�� C. t iaV® 4 7.z L 44,7 � \1111iHittitiHltfiiHitl�tiHtftittititHHtititliftitit[ittttittiiittttitlt(tlttTitiltflit(HitiHititlltitlllttHt1111tiltiltltitillSHHittltititititit11t1t11tiH[1HH[ttlttHHiHititItitlHititllHtll(lifiHttllHitltifititi[ii1tll!/�, _ ENVIROTECH LABORATORIES 449 Route 130 Sandwich, MA 02563 • (508) 888-6460 CLIENT: Greenbrier Dev. Corp. LOCATION: Lot 6 Jenkens Rd. ADDRESS: _ P.O. Box 510 W. Barnstable, MA CentervilI6. MA COLLECTED BY: Scannell Well SAMPLE DATE: 1/19/90 TIME: 4:00 DATE RECEIVED: 1 20 90 SAMPLE ID:778 E3 JOB : WELL DEPTH: 120' =. RESULTS OF ANALYSIS: Parameter Units Recommended limit Result Coliform bacteria/100 ml (MF Method) 0 0 PH pH units 6.0-8.5 6.41 Conductance umhos/cm 500 95 Sodium mg/L 20.0 9.6 Nitrate-N mg/L 10.0 0.04 Iron mg/L 0.3 _ <0.05 Manganese g mg/L 0.05 ;". Hardness mg/L as CaCO 3 500 Sulfate mg/L 250 Potassium mg/L 20.0 ;~ Alkalinity: mg/L. 200 Chloride mg/L 250 I~: Turbidity NTU 5.0 Color APC units 15.0 Background bacteria ff COMMENT: YES No WATER IS^SUITABLE FOR DRINKING PURPOSES FOR PARAMETERS TESTED. Mxx ❑ 0 DATE 1 2 g tlltllUlUl!!lllUlillUU!lllllUlll111U11111111111111111lltlllilllUlUllllitUl11111U111111AlIUlIUIlIUIUlIUlllit!ltllUlillil!l111111U1[1111U111 1111UUl1llU1!llitill!!lllUllllllU!!llllWUlUUl11U111111111U11111111��� lttiitlitiitittittiliittltiitltili[itslit(itiitfltli(ii(ttifi HR.fiifi((1t11[tf[ittf([fiti[titfiitiiiii(tittittl((it(iitftfitfiIIIIIIIIHIIII itti llttttf)lttil(i(il�tltii(i([iHIIIIHtmttfI Hittit[iiti ilttiiiltii(itifilltiti((ttf?fI!/ice ENVIROTECH LABORATORIES _ 449 Route 130 Sandwich, MA 02563 • (508) 888-6460 CLIENT: Greenbrier Dev. Corp. LOCATION: Lot 6 Jenkens Rd. ADDRESS: P.O. Box 510 W. Barnstable, MA > Centerville, MA COLLECTED BY: Scannell Well SAMPLE DATE: 1/19/90 TIME: 4:00 DATE RECEIVED: 1 20 90 SAMPLE ID: 778 JOB #: WELL DEPTH: 12n' RESULTS OF ANALYSIS: Parameter Units Recommended limit Result Coliform bacteria/100 ml (MF Method) 0 0 pH pH units 6.0-8.5 6.41 >~ Conductance umhos/cm 500 95 Sodium mg/L 20.0 . 9.6 .= Nitrate-N mg/L 10.0 0.04 _ ;~ Iron mg/L 0.3 _ <0.05 Manganese mg/L 0.05 FE Hardness mg/L as CaCO 3 500 >= Sulfate mg/L 250 _ EE Potassium mg/L 20.0 Alkalinity mg/L 200 Chloride mg/L 250 Turbidity NTU 5.0 Color APC units 15.0 Background bacteria COMMENT: YES NO WATER IS SUITABLE FOR DRINKING PURPOSES FOR PARAMETERS TESTED. )UXX ❑ DATE Z g0 �111i1tuUuUllfillUUltiillitllU111itlUltiitiUll�itti111U{ltlltlli►UUtiUiUiiiitUilitililiiiliiUliiiiiiiltiltliiiUiliuUiiiiiitiititittiiiiliiiti tillilllllitutlitiliilUliltlitlitiilliiUlUitiitlt!llilitiiltilUUtiliiliil� BARNSTABLE COUNTY HEALTH AND ENVIRONMENTAL DEPARTMENT LABORATORY REPORT VOLATILE ORGANIC CHEMICAL ANALYTICAL RESULTS Client: GREENBRIER DEVELOPMENT Collection Date: 01/19/90 Mailing Address:P. 0. BOX 510 Date of Analysis :01/24/90 ROUTE 28 Type of Supply: WELL CENTERVILLE, MA 02632 Well Depth (FT) : 120 Telephone: 771-3616 Sample Location:LOT 6 PIONEER PATH, WEST LAT. (DDMMSS) : Not Given BARNSTABLE LONG. (DDMMSS) : Not Given Collector: SEAN O' BRIEN Map/Parcel : Affiliation: BCHED Analytical Method: . 502 .1=1 , 502 . 2=2 , 503 . 1=3 , 504= 4 , 601/602=5 -------------------------------- ------------------------------------ -------------------------------- ------------------------------------ Contaminants Anal . Result MCL Detection Meth. ug/1 ug/l Limits (ug/1) Chloroform 1 14 .0 0 . 5 Only those compounds listed above were detected. Attached is a list of chemicals which the method is capable of detecting. NOTE: Contaminant levels equal to or exceeding the Detection Limits are reported. Contaminant levels below the indicated Detection Limits are reported as -ND- MCL means Maximum Contaminant Level for EPA-regulated compounds. (ug/1 = micrograms per liter = Parts Per Billion) The Environmental Protection Agency has set Maximum Contaminant Levels (MCL) for the following compounds. This sample compares as follows : COMPOUND MCL (in PPB) Benzene 5. 0 * level not exceeded * Carbon Tetrachloride 5. 0 * level not exceeded * 1 , 2-Didhloroethane 5. 0 * level not exceeded * 1 , 1-Dichloroethene' 7 . 0 * level not exceeded * 1 , 4-Dichlorobenzene 75 * level not exceeded * 1 , 1 , 1-Trichloroethane 200 * level not exceeded * Trichloroethene 5.0 * level not exceeded * Vinyl Chloride 2 . 0 * level not exceeded * Comments or additional compounds found# Zly, + Bernard E. Bartels , Ph. Labor ory Director No.-fir 1�---1--= Fee—_:)---6---r-- BOARD OF HEALTH TOWN OF BARNSTABLE A.ppritation-*rWell CootruttionVermit - Application is hereby made for a permit to Construct ( ), Alter ( ), or Repair ( )an individual Well at: LE,T �• de�,x,.rS Liu 4�n�3�4.bLA_t"—`'�--- - ����L'6�_7_��Q^���—L°fz����----- Location — Address Assessors Map and Parcel 40 Owner Address �l+ Installer Driller Address Type of Building Dwelling ------ Other - Type of Building-- No. of Persons--- Type of Well- -pJ L - --- -- Capacity---- Purpose of Well Agreement: The undersigned agrees to install the aforedescribed 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 Co liance has been issued by the Board of Health. Signedi �6, ��c_ �5� _— 1 date Application Approved By �2--- date Application Disapproved for the following reasons:--, — - -- `',—�-- ------------- ---- date Permit No. -- Issued- - ----- --- date No.---------------1--- / Fee--- BOARD OF HEALTH .TOWN OF BARNSTABLE zt#pYication,forlftl Con0ructionpertnit Application is hereby made //for a permit to Construct ( ), Alter ( ), or.Repair ( )an individual Well at: c �_/�a.v Location — Address Assessors Map and Parcel t Giee., r�Pr f e., n r(� / Owner Address r„ /JQ.JCU�v,.cl�iaC l �ii/��i �r�t— c�S. �D./ox ILO uS.2� ---- {,a Installer Driller Address l Type of Building Dwelling- -'�e- --- - --------- --- -- Other - Type of Building-- — No. of Persons-- — ----- Type of Well- I/ joi L-- --- ---- Capacity---------------_—__ Purpose of Well--QAnt-f 5 k—4007,-/- ----- Agreement: The undersigned agrees to install the aforedescribed 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 Certif�J_—j cate of Cpliance has been issued by the Board of Health. Signed-a'.. --- Z 9D date Application Approved By —9-�—C�' _——_— date — Application Disapproved for the following reasons:— -- date Permit No. Issued -- - ----- r r date BOARD OF HEALTH TOWN OF BARNSTABLE_ , Certificate (Of Conipliante THIS IS TO CERTIFY, That the Individual Well Constructed (Y ), Altered ( ), or Repaired ( ) by----- � —�_�-�-q - - --- -------- - Installer j " has been installed in accordant with the provisions of the Town of Barnstable Board of Health Private Well Protection Regulation as described in the application for Well Construction,,Permit No.VY 9---1--Dated--------------------- THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL SYSTEM WILL FUNCTION SATISFACTORY. DATE_—�,.r ---,— ----—- Inspector i BOARD OF-HEALTH TOWN OF BARNSTABLE Yell Congtructionvertnit No. /---- Fee S -Permission is hereby granted---�= --�-------�----- --- —�-----------------______—_----------------- to Construct (e), Alter ( ), or Re air ( ) an Individual Well at: No. L ¢' �. .,..: AZ- --- Street .as shown on the application for a Well Construction Permit No. Dated -- ---- -------- - v Board of Health, DATE ----- ------ --__- 3 Department of Environmental Management/Division of Water Resources £ WATER WELL COMPLETION REPORT Ore- WELL LOCATION GEOGRAPHIC DESCRIPTION Address IDT (0 Teruel e^'S LN )p ' OS E W of !leer! (circle) 1City/Tovvn_w- &,,s7,b/` 3c,/�--S LN Well owner e,- Qe(.)eloPnjcjT Co/¢ (road) Address Po. &x S D a N S &)W of Cen�Tew, C Mo, (mi.7ntenths) (circlet y� Board of Health permit: yes no ❑ intersect. w/�ON.Ce1 PQ!4 (road) WELL USE WELL DATA Domestic [5 Public❑ Industrial ❑ Total well depth /`�� ft. Monitoring❑ Other Depth to bedrock ft. 7 Water-bearing rock/unconsolidated material: Method drilled vrGl Date drilled /S/yb Description MP�/ Cew,Se Sutic� CASING Water-bearing zones: Sc, � Spa /wC 1) From To Type 2) From To Length 1/6 ft. Dial•I.D.►�in.. 3) From To Length into bedrock ft. Gravel pack well: .dia. Protective well seal: Screen: dia. Grout_(], Other Slot length Jt • from /* 'to�Jd PUMP TEST 'Static water level below land surface 6 'S ft. Date /Arhlo Drawdown 02 ft. after pumping41hr, min.at /6 gpm How measured 7G Recovery 0 a ft. after /-hr. min. 0 LOG of FORMATIONS COMMENTS Materials From To MPG+COO/SO c `�t a-d "fed Driller / /.7( - 0 GS Mass. Registration' //�� c Icr!v so-d- Firm Q •&o:—s11G,-,w 11AIzAr. /'tic 4, A5.�;,�r �l U Address ' oS Ido City/Town/L/c.Sj �Gc I�J�y9 -P/yhur ii ' -Si nature olau ervising re isteredwel/driller Please Print firmly - . 13r1AQn__Qr..,W9A1_TL4 ropy BARNSTABLE COUNTY HEALTH AND ENVIRONMENTAL DEPARTMENT LABORATORY REPORT VOLATILE ORGANIC CHEMICAL ANALYTICAL RESULTS Client : GREENBRIER DEVELOPMENT Collection Date: 01/19/90 Mailing Address : P . O. BOX 510 Date of Analysis : 01/24/90 ROUTE 28 Type of Supply: WELL CENTERVILLE, MA 02632 Well Depth (FT) : 120 Telephone : 771-3616 Sample Location :LOT 6 PIONEER PATH, WEST LAT. (DDMMSS) : Not Given BARNSTABLE LONG. (DDMMSS) : Not Given Collector: SEAN O' BRIEN Map/Parcel : Affiliation: BCHED Analytical Method: 502 . 1=1 , 502 . 2=2 , 503 . 1=3 , 504= 4 , 601/602=5 Contaminants Anal . Result MCL Detection Meth . ug/1 ug/1 Limits (ug/1) ------------------------------- ------------------------------------ Chloroform 1 14 . 0 0 . 5 Only those compounds listed above were detected . Attached is a list of chemicals which the method is capable of detecting . NOTE: Contaminant levels equal to or exceeding the Detection Limits are reported . Contaminant levels below the indicated Detection Limits are reported as -ND- -MCL means Maximum contaminant Level for EPA-regulated compounds . (ug/l = micrograms per liter = Parts Per Billion) The Environmental Protection' Agency has , set Maximum Contaminant Levels (MCL) for the following compounds . This sample compares as follows : COMPOUND MCL (in PPB) Benzene 5 . 0 * level not exceeded * Carbon Tetrachloride 5 . 0 * level not exceeded * 1 , 2-Dichloroethane 5 . 0 . * level not exceeded * 1 ; 1-Dichloroethene 7 . 0 * level not exceeded * 1 , 4-Dichlorobenzene - 75 * level not exceeded * 1 , 1 , 1-Tr. ichloroethan.e 200 * level not exceeded " Trichloroethene 5 . 0 * level not exceeded * ,• Vinyl. Chloride 2 . 0 level not exceeded' * . Comments or additional COMI)�jttndo fF�und i + Bernard E . Bartels , Ph . Labor - .o:ry Director :A IL I s AND TIC SYSTEM PROFILE Flaherty Environmental Services COVERS TO BE WATERTIGHT SEPTIC P.O. Box 331 TOP OF FOUNDATION BROUGHT TO WITHIN 6" OF FINAL GRADE not to scale INSP. PORT W I 3" OF GRADE Harwich, MA 02645 EL. 100.0' EL. 98.0' CLEAN SAND 2" PEASTONE OR EL.98.0't 774.994.1166 GEOTEXTILE VENT (IF RE UQ IRED) 4" CAST IRON or EQUIVALENT FILTER FABRIC MIN. PITCH 1 4" PER a^SCHEDULE a0 PVC PIPE 4" SCHEDULE 40 PVC PIPE • 2'to be le�l EL. 95.9' FLOW LINE 0' 1°h ' 2' ;,•.. L.EXISTING 14" EL.93.0' 95.7' EL.95.33' CLEAN, DOUBLE- EL.EL EXI Go.005%SLOPE •.' NE EL.95.5' 95:3' SOIL ABSORPTION SYSTEM WASHED " TO 1�" STO GAS BAFFLE H-20 DBOX 6-CRUSHED STONE OR MECHANICALLY COMPACTED (2) TRENCHES 3'W X 33'L X 2'D USING 5,0' PERFORATED PIPE AND SURROUNDED BY DOUBLE-WASHED " TO 1 " STONE EL. 88.0' 1000 GALLON SEPTIC TANK i EXISTING � BOTTOM OF TEST HOLE EL. 88.0' (DATUM: ASSUMED) . LOCATION MAP # USGS ADJUSTMENT: N/A GROUNDWATER ELEV: N/A 98 N TH 1 11 C Rt.28 ® S,00, i PAVED DRIVEWAY 3 OLOT 6 LOCUS 8,952 SF± I a r MAP 271 LOT 53 I E , L EXIST, LP NTS ZN OF MA�gC JI EXISTING DA 0 3BR J K O 100' ' F H R. DEC F(';DWELLING , 1 XIST. S,T. f �c tSTE � TH-1 SANITAR\PN 33 9 H- < ; DATE.•1119120 1 8 REVISE 116,02, BENCHMARK: • SITE AND SEWAGE PLAN FOR FNDN B & B EXCAVATION INC--/ OF TOP 10.0 1 COLLEEN MENDOZA EL. 100.0' 56 ARROWHEAD DRIVE n _ BARNSTABLE (HYANNZS), MA SCALE : 1 - 20 98 REF,-PB 159,PG 41 PAGE 1 OF2 .......................................................................................................................................................................................... ................................................................................. ............................... .............................. ..................... ............ .......... ..................................................................................................................................................................................... GENERAL NOTES DESIGN CAL CULA TIONS S YS TEM DETAIL Flaherty Environmental Services P. 0 . Box 331 Harwich, MA 02645 1. ALL PRECAST COMPONENTS TO BE H-1 0 RATED. ALL COMPONENTS WITH ANY NUMBER OFACTUAL BEDROOMS 3 OBS. PORT 774.994.1166 ANTICIPATED VEHICULAR TRAFFIC TO BE GARBAGE DISPOSAL UNIT NO 3/ H-20 RATED. 7 7 7., 2. THE DESIGN OF THIS SYSTEM DOES NOT ALLOW FOR THE USE OFA GARBAGE TOTAL ESTIMATED FLOW (I 10 GALIBRIDA Y X 3 BR) 330 GAL./DAYGRINDER. 61 3. MUNICIPAL WATER IS AVAILABLE. REQUIRED SEPTIC TANK CAPACITY 660 GAL. 4. ALL CONSTRUCTION TO CONFORM WITH 77 310 CMR 15.000 AND ALL OTHER SIZE OF SEPTIC TANK 1000 GAL. (EXISTING APPLICABLE LOCAL, STATE AND FEDERAL CODES AND REGULATIONS. SOIL CLASSIFICATION 1 33' 5. INSTALLER/CONTRACTOR TO REVIEW& DESIGN PERCOLATION RATE <5 MIN./INCH VERIFY ALL ELEVATIONS AND DETAILS AND REPORT ANY DISCREPANCIES TO EFFLUENT LOADING RATE 0.74 GAL./DAY/FTC DESIGNER PRIOR TO CONSTRUCTION OR ASSUME ALL RESPONSIBILITY, LEACHING AREA 9' MIN, OF SOIL 6. INSTALLER/CONTRACTOR IS BOTTOM. (3'X33)X2= 198 FT2 RESPONSIBLE FOR MAINTAINING SAFE FABRIC SIDES: 2' PEASTONE OR FILTER X2 WORK AREA, VERIFYING ALL UTILITIES X3)X2j = 288 FTI [(2'X33)X2+(2' AND NOTIFYING "DIG SAFE" TOTAL= 486 FT2 (1-888-344-7233) 72 HOURS PRIOR TO X0.74= 359 GALIDA Y CONSTRUCTION. 7. ANY CHANGES TO OR DEVIATIONS FROM USE(2)TRENCHES OF PERFORATED PIPE SURROUNDED BY, THIS PLAN MUST BE APPROVED IN j-To I J-sToNE, EACH TRENCH CONFIGURED AS 3' WRITINGBY FLAHERTY ENVIRONMENTAL 3'WIDEX 33'LONG AND 2'DEEP SERVICES AND LOCAL BOARD OF HEALTH. RESERVE LEACHING CAPACITY NIA 8. FINISH COVER OVER COMPONENTS IS TRENCH END VIEW NOT TO EXCEED 3'PER 310 CMR 15.000 (NTS) UNLESS SHOWN PER PLAN 9. ALL ABANDONED SEPTIC SYSTEM COMPONENTS TO BE PUMPED DRY AND FILLED WITH CLEAN SAND OR REMOVED SOIL EVAL UA TION AND REPLACED WITH CLEAN SAND. TEST HOLE#2 P#15825 OF NS, TEST HOLE V 10.ALL COMPONENTS TO BE PROVIDED Evaluator. David D.Flaherty Jr.,RS,REHS Evaluator David D.Flaherty Jr.,RS,REHS DA D Sgc WITH WATERTIGHT ACCESS PORTS SE#2755 SE#2755 Desmarais,RS BOH Witness. P Don Desmarais,RS BOH Witness: Don WITHIN 6"OF FINISH GRADE. Date: November 9,2018 Date: Novembei-9,2018 F H JR. 11.ALL SEPTIC TANKS, DISTRIBUTION BOXES AND PIPING TO BE INSTALLED TH-1 ELEV.98.0' TH-2ELEV.98.0' 4P TE WATERTIGHT. 12.N0 KNOWN WETLANDS OR WELLS 0--7- A LS 10 YR 312 TA 0"_r A LS IOYR312 WITHIN 100 FEET OF PROPOSED 7%26' B LS IOYR516 i 7'-26- B LS IOYR516 LEACHING. 13.THIS IS NOT CERTIFIED PLOT PLAN AND UNDER NO CIRCUMSTANCES IS THIS PLAN TO BE USED FOR ZONING OR 26--120" C MCS 2.5Y 615 26"_120, c ms 2.5Y 614 5%gravel 5%gravel BUILDING PURPOSES. SITE AND SEWAGE PLAN FOR "i certify that on November 12,2002, have passe 14.LOT IS SHOWN AS ASSESSOR'S MAP 271 d B & B EXCA VA TZON INC./ the examination approved by the Department of PARCEL 53, COLLEEN MENDOZA Environmental Protection and that the above analysis has been performed by me consistent with Me 15. LOCUS PROPERTY'S PROPOSED SYSTEM 56 ARROWHEAD DRIVE G.W.ELEV.NIA required training,expertise and experience described G.W.ELEV.NIA APPEARS TO BE WITHIN AN AQUIFER BARNSTABLE (HYANNZS), MA In 3 10 CMR 15.018(2). PROTECTION DISTRICT(ZONE IT). BOTTOM TH-1 ELEV. 88.0'. BOTTOM TH-2ELEV. 88.0' PAGE20F2 ..................................................................... .............................................................................................. ................................. .................................... .............................. .................................................................... ................................................................................................................................................................................................................................. ........................................................................................................................................ A NOTES: INTERCHANGE R D 5 1. LE ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO <D.E.Q.E. TA I M S INDICATED ON PLAN ARKS 20' MINIMUM OR A .: ,•,;,W, 8 RN B E TITLE- 5 , THE :TOWN of __�.� _�I�_�.� �, RULES AND �,�t~ ---.. . 1E� © I I R WA REGULATIONS FOR THE SUBSURFACE 'DISPOSAL OF SEWAGE, WH TE BIRCH Y 10' MIN. AND THE REQUIREMENTS OF THIS PLAN. _ < ,. . SO MINIMUM r, .. PIONEER PATH 2. ALL `COVERS TO SANITARY UNITS SHALL 'BE BROUGHT TO LOCUS . WITH OU DATION AatFl . , WITHIN 12 OF FINISHED GRADE. ; _ T.O. F N CLEAN SAN WO 8 MIN. OD 3. ALL-MASONRY UNITS USED TO COVERS TO GRADE S/ , - Q MASONRY Q TENSI SHALL BE MORTARED IN PLACE: Rl r 4. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE v . PITCH , # scw. 40 PVC PIPE OF WITHSTANDING H 10 LOADING UNLESS THEY ARE .UNDER. OR 1 #' PER FT. MIN. PITCH 1/8" PER + _ 1u MIN. WITHIN 10 FT. OF DRIVES OR PARKING AREAS. H 20 LOADING Q z LAB of I , , FLOW LINE 1 8 - 1 2 SHALL BE USED UNDER OR WITHIN 10 FT., OF DRIVES OR E R� c, 10 WASHED ONE „ CJ(hG Q PARKING DLO \ < 5. CAST IN PLACE CONCRETE TEES ARE SPECIFICALLY DISAPPROVED. 2* MIN. LEVEL 4'-0, 1 SANITARY TY'S WHERE 'INDICATED ARE REQUIRED. LIQUID 3/4` '— 1 1/2' LEVEL WASHED STONE 6. EFFLUENT PIPING FROM DISTRIBUTION BOX SHALL ENTER LEACH PIT DISTRIBUTION LOCATION MAP BOX THROUGH SIDEWALL OR TOP ONLY. ENTRANCE THROUGH MASONRY _ EXTENSION WILL NOT BE ALLOWED. _. z 7. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH DEED GALLON SEPTIC TANK L. .I : RESTRICTIONS OR ZONING REGULATIONS. OWNER/APPLICANT. SHALL L I OBTAIN SUCH DETERMINATION FROM THE APPROPRIATE AUTHORITY. SEWAGE DISPOSAL SYSTEM PROFILE BOTTOM OF TESL HOLE 8. HORIZONTAL AND VERTICAL CONTROL, SEE LEVY, ELDREDGE NOT TO SCALE OR USGS PROBADLE"HIGH WATER LEVEL & WAGNER FIELD NOTEBOOK MERLE SEN A PAItL X. 50 OHN P. & �0 N F J 47.98 1 � , 30 r _ 50 / r 40 30 .. . . DESIGN �ALCULATIC�NS , _ ! CURRENT ZONING �NTERPRETATIC?N. \ ♦ ,, .... . MIN. FRONT SETBACK FEET _. NUMBER "OE BEDROOMS ♦ \ \ -- , MIN SIDE SETBACK FEET GARBAGE 'DISPOSAL UNIT .... . \ ! 60 ,. ,. , r _ � TOTAL ESTIMATED FLOW \ \ ♦ ♦ \ \ a ! r , 60 MIN. REAR SETBACK FEET .: ♦ `. _- 1#0 GAL./BR./DAY X BR.) _, .GAL; fDAY ♦ ♦ .. / i r R ,QUIRED .SEPTIC TANK CAPACITY ._.GAL.. ACTUAL SIZE OF SEPTIC TANK . ,GAL. LEACHING AREA REQUIREMENTS SIDEWALL AREA _ . _. TEST 0 __�. _� . • BOTTOM AREA GAL;/S,F. , - .._ .. - , : P R ATON S01 ... ♦ \ _.— /- , - __ LEACHING CAPACITY BOTTOM + 51DEWALL GAL. '70 \ ,,. - -y , : . . - n ( �* /} /'y �. . r .t DATA OF SOIL TEST; sue•� / �C }( ) ( / ) � ) — . ,GAL. 3>c.•JR\E LEACHING ING CAPACITY \.I.t [-. WITNESSED B r _ _ ( C r . SAM 4 . RATE:. MIN: ING` I t ♦ r r __.�., 1 PERCOLATIONH 1 r : I , t 1 ! f _ t 11 , OBSERVATION HOLE 1 - OBSERVATION HALE 2 7a60 h : r / / BREAKOUT CALCULATION: � CO f l r f r A f / 80 , LEGEND: , r f °, .• ,� I f 7 . �. • ,.. - ... � f ..._ 1. - / { ► / ._ EXIST) G SPOT ELEVATION 00 0 / / _:- _.__- -----. _ ,.. •. , . - �J � ,, EXISTING CONTOUR _ a0 r r t , , FINAL, PO L VATIO t3 IALS TEE N 0U fill f > , r `. FINAL CONTOUR / / J . - WATER AT ELEV...__.�_.�_�.r WATER AT ELE ._-------.. , s01L TES PIT LOCATION I t , TOWN WATER W W t $$ / I N T _ / / / t t 1 t , , ► 1 , SEPTIC TANK..- �7 i , r DISTRIBUTION BOX CI fil J , WATER LEVEL ADJUSTMENT. PRIMARY LEACHING .PIT / , , , , , RESERVE LEACHING PIT t � r ' � , t I ,,� $0 r , I r L.O T r r � 1 ;. WATER LEVEL I � , : TEST DATE / t 4 1, I N WELL - , . : INDEX r , t r WATER LEVEL: RANGE_ZONE ,, INITIAL ISSUE r r r � DEPTH TO WATER LEVEL FOR INDEX WELL No. DATE DESCRIPTION BY _� FOR THIS M NTH _. .._— '., __- _ .- . � �El=''TIC DET�- _ _ � _ � . � S ATE PLAN :& N ^__� __ ... ____ , WATER R LEVEL -ADJUSTMENT :. . L �. r L DEPTH TO':,HIGH, WATER : H � _ .LOT � J�NK�NS LANE s _ IN I BARNSTABLE MA.SSACt�tJSETT e ~�� i ns Lan _ E'OR ' n k _-_--TM_- +.... . , � SEE BRIER DEVELOPMENT. CO. ANC. :. t GREEN BRIER. D. BOARD _OF HEALTH SCALE: 1 _ �oB No: . 112a � 40 �� a6 -SITE ' PLAN SINC. LEVY ELDREDGE & W GNER ASSOCIATES IN . r-,:DATE AGENT .' '. 1= a ll . - ' 889 WEST MAIN STF2 ET ;CENTERVILI.E MA 02632 -