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HomeMy WebLinkAbout0023 CAPTAIN STUDLEY ROAD - Health 23 CAPTAIN,STUDL.EY Marstons-Mills' A#= 126 - 052 J c TOWN OF BARNSTABLE I CA � 9 ��� � EWGE# aOCATIONZ ln VILLAGE 25 0 ` , ASSESSOR'S I AP&PARCEL IZ6 r) 2 INSTALLER'S NAME&PHONE NO. ELSJOA9V VAiAL� 3 (A0 SEPTIC TANK CAPACITY A ��� LEACHING FACILITY:(type) �� 50() C, 4JAL Wsize) Z-S A 1 Zf y NO. OF BEDROOMS .3 `0U'S OWNER U6�J I G l - U(�_ PERMIT DATE: COMPLIANCE DATE: Separation Distance Bet en 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 BYfTi I � 2 � 32 Ll t, f No. a o Fee too-- THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: ✓ PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes Nplitation for bisposal 6pstem Construction permit Application for a Permit to Construct( ) Repair VXupgrade( ) Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. Z_T C / �S` [-� wner's Name,Address,and Tel.No. Assessor's Map/Parcellow ns� Ins Her's Name,Address,and Tel.N . -Designer's Name,Address,and Tel.No. Type of Building: Dwelling No.of Bedrooms Lot Size 20, D 66 sq.ft. Garbage Grinder( ) Other Type of Building > No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) gpd Design flow providede gpd Plan Date -- " 1 Number of sheets Revision Date Title41 Size of Septic Tank Ty e of S.A.S. ) SOD C t—'/-MTSEWS '9'$ 0 Description of Soil Nature of Repairs or Alterations(Answer when applicable) 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 ealth. Signed Date ` �e Application Approved by Date Application Disapproved by Date �1 for the following r asons C !` —3V(1 ammj a-e udr alywi jE �f-� Permit No. Date Issued ✓►far^) �. � k . r Fee 1 THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: ✓ Yes -PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS 2pplicatlon for ]Disposal *pstem Construction permit Application for a Permit to Construct( ) Repair(Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. Z3 �� S G✓�� wner's Name,Address,and Tel.No. Assessor's Map/Parcel Installer's Name,Address,and Tel.N.. l l Designer's Name,Address,and Tel.No. Type of Building: Dwelling No.of Bedrooms ,Ji ';'�l Lot Size r 2�, D c.+(J sq.fr. Garbage Grinder( ) Other Type of Building /ts> �`/'- No.of Persons Showers( ) Cafeteria( ) Other Fixtures �} Design Flow(min.required) 3 gpd Design flow provided l gpd , t Plan Date 5 Number of sheets Revision Date a Title 1/to•1 Size of Septic Tank11V' ye of S.A.S. Z) 500 �'E)1�}V"�TSLS S Ll S�0 0C Description of Soil �" � '�/�/(f —7 S "A)i Nature of Repairs or Alterations(Answer when applicable) d �� /� F�✓G e� 1 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 ealth. Signed Date \�� Application Approved by L L Daten4 , V`( Application Disapproved by ,, DateW ��N Lx V \ for the following easons �r �} / c a p C M / �'a 0 0� rf G�lM Q u of Permit No Date Issued 1 ------------------------------------------------------------------------------------------------------------- ---------- THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY,thatthe On-sit Se a Dispos I s tem Constructed( ) Repaired) Upgraded( ) Abandoned( b 6 ;5 10 at 1'>has been constructed in ac .dance with the provisions of Title 5 and the for Disposa System Construction Permit No. (J/ dated Installer Designer #bedrooms IL Approved de ignflow gpd 1 Q O The issuan o ihis pe it sha 'not be construed as a guarantee that the system neti as design Date !> Inspector / 1 ----------------- - ------------------------------------------------------------------------------- No. a() (L. — � Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS 3BIsposar *pste Construction 3pPrmlt Permission is hereby granted to Construct( ) Repair�' Upgrade( ) Abandon( ) System located at [ �-j ,�1/ 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 Approved by FROM :down cape engineering inc FAX NO. :15083629$80 Nov. 05 2014 08:52AM PI T'Amil of Bam��ialale, A Thoigaps F. GefleY7 Direptox: rill5c IT- onlih MvNinn Tho Miss mdCen-a,.MFe&Vr (Xdcx!: 3094Y62-4644 Fax- 509-790-6304 Form Date: Svwzge Ye ermitg �f.�AsS0,880Y milPT'lYcO, DegigAer" Ld iAl (-^4 Re: (Z PDX (j-Lj q...... was issued a permit to iT--stan a (date) ,gap&,system at � bm.ecl on a deaipn drLmn'by 4L ' mated L� *A,p(& � BT) the septic System,iefexF,mced above was ingaited substantially aucoidlaF to the'dozip, vhio,h may Loludc' ML-Lo.l. xirn)-ml changes sash R,9 lateral relocat.inn.(A lhe distrib-t-A.*On.box taidAyr. qeptir; UuA-. I ceTffy that the scqjdc -yT(em jv.-fc3:o.jLc:r--rj 9.hove -wits il),stalled wilh i-.n.airff gxeatu tluil 1.0, laklal relocz6m Of th"..., SAS m am,;,-� T--101',ation of _Ar,_Y,C.OWPCITCIIl% offhe sup-de.Erfgtem)but La acrmrdm,p with State & Lu(;Al Fel,3111adous, Plan rp-o-igim or cei:i&,d as-built by desigiLr'l to fUtow. DANIELA. OJALA CIVIL. in Nq,46502 ets 10NAL mp 114-up') .1�B .R ET-IJIL.q TO lk. Co1A9LWTfT, WilLf, N63T its; T,3 o1E13•.61`1-11E, j10TH TIUS FnM—ANTJ Y0 -6 ARP4qAjff,IF,P�JZJAC )DDLM�N� T HAI�& r.mujrnhinn Form 3-26-04.dar, August 14, 2014 Re: 23 Capt Studley Rd, Marstons Mills My father George E Cole was the original owner of 23 Capt. Studley Road. When he purchased the home it had two bedrooms and one bath. In 1985 he expanded the house to include,a master bedroom and bath, also located on the second floor. Last month the home was given to my sister Christine Fries and myself Danielle Chaulk. I have attached a copy of the Deed. Sincerely, Danielle Chaulk Christine Fries i I � 1 Bk 28270 Ps39 0-31710 07--18--2014 a'1 QUITCLAIM DEED 1,George E.Cole,a married man,of 97 Aloha Circle,St.Augustine,FL 32080, for consideration paid of One Dollar($1.00)hereby grant tn: Danielle C.Chaulk,of 45 Red Oak Lane,West Barnstable,MA and Christine M.Fries,of 7 Tomahawk Drive,Centerville,MA,as Joint Tenants, With quitclaim covenants The land,together with the buildings thereon,situated in Bamstable(Marston Mills),Barnstable County,Massachusetts,bounded and described as follows: NORTHEASTERLY by Capt.Studley Road,one hundred twenty-five(125) feet; SOUTHEASTERLY by Lot 17,on a plan of land hereinafter mentioned,one hundred sixty(160) feet; SOUTHWESTERLY by a portion of Lot 18 and by a portion of Lot 19,on said plan,one hundred twenty-five(125) feet;and NORTHWESTERLY by Lot 15 on said plan,one hundred sixty(160)feet. Being shown as LOT 16 on a plan of"Windward-Ho Village'Subdivision Plan of Land in Barnstable(Marston Mills),Mass.,for William E.Dacey,f Deeds Walcott Plan Book Ames,dated Page 425, 1973,and recorded with the Barnstable County Registry Said premises are conveyed together with the benefit of and subject to all rights,privileges, easements,reservations of record insofar as the same are now in force and applicable. For title,see deed recorded in Book 2444,Page 256. Grantor releases any and all homestead rights to the within premises,whether created by declaration or operation of law,and further states under the pains and penalties of perjury that there are no other individuals entitled to homestead rights to the property being conveyed herein. LOCUS:23 CAPT.STUDLEY ROAD,MARSTONS MILLS,MA 02648 Tide not examined Title not certified Bk 28270 Pg40 #31710 tr unent under the and of perjury this ulli,of July,2014. Eze as a sealed ins l?� rge E.Cale STATE OF FLORIDA County:."-:zhy)'5 On this day of July,2014,before me,the undersigned Notary Public,personally appeared George E Cole,proved to me through satisfactory evidence of identification,which was to be the person whose name is signed on the preceding or attached document,and acknoviedged d�at the contents me that he signed it voluntatilY for its of this documentare truthful and stated purpose and who swore or affirmed m accurate to the best of his knowledge and belief. No lic My Commission Expires: ELIZABETH A.PETTY pox ?r• .`��s Notary Public-State of Florida • My Comm.Expires May 23,2016 ';, •�� CommisSlon#EE 200558 Bonded Through National Notary Assn, BARNSTABLE REGISTRY OF DEEDS r C BS-15-29314 C18 o cca 1 fv DEED RESTRICTION WHEREAS, Danielle C Chaulk of 45 Red Oak Lane, West Barnstable MA 02668 and Christine M Fries of 7 Tomahawk Drive,Centerville MA 02632 are the owners of 23 Captain Studley Road, Marstons Mills MA 02648.Title recorded at the Barnstable County Registry of Deeds Book 28270 Page 34 Being Shown as Lot 16 on a plan entitled "Windward Ho"Subdivision of Land in Marstons Mills MA, recorded at the Barnstable County Registry of Deeds Book 274 Page 34. WHEREAS Danielle C Chaulk and Christine M Fries as the owners of said lot has agreed with the Town of Barnstable Board of Health to a restriction as to the number of bedrooms which can be included in any home built on said lot as a pre-condition to obtaining a disposal works construction permit in compliance with 310 CMR 15.000 State Environmental Code,Title V, Minimum Requirements for the Subsurface.Disposal of Sanitary Sewage. WHEREAS,the Town of Barnstable Board of Health,as a pre-condition to granting a disposal works construction permit for a septic system in compliance with 310 CMR 15.200,State Environmental Code, Title V, Minimum Requirements for the Subsurface Disposal of Sanitary Sewage,and authorizing the issuance of a building permit for the construction of a single family home on this property, is requiring that the agreement for the restriction on the number bedrooms in any house constructed on the lot be put on record with the Barnstable County Registry of Deeds by recording this document. i NOW,THEREFORE, Danielle C Chaulk and Christine M Fries do hereby place g lace the following restriction on their above-referenced land in accordance with their agreement with the Town of Barnstable Board of Health,which restriction shall run with the land and be binding upon all successors in title. 23 Captain Studley Road, Marstons Mills MA may have constructed on the lot a house containing no more than three(3) bedrooms and this shall be a permanent deed restriction. Danielle C Chaulk Christine M Fries COMMONWEALTH OF MASSACHUSETTS Barnstable, ss August 15, 2014 Then personally appeared the above-named Danielle C Chaulk and Christine M Fries known to me to be the persons who executed the foregoing instrument and acknowledged the same to be their free act an A ed.b fore me, O _ Notary My Commission expires: 1 l 1 e . Lr T N a BARNSTABLE REGISTRY OF DEED o � fi 5 i �� •, ; . .. _.�.,�. .,� r 4r } 3 . e r i r IL C", vx-qw kt-04 F� A7 l � t ` 9 f y � � * r r r . i t 177/7- LO CAT IO SEWAGE PERMIT NO. P 76 VILLAGE INSTALLER'S NAME i AD ESS Vi 6 " " 1) OR OWNER �\ DATE PERMIT ISSUED DATE COMPLIANCE ISSUED r , w , r. a.,. i Y r' '' "s ' 1e '`' ,a•.• - , '�.-.,i:..• f � ,'4y yy+5''a ,w'z r3'aPl�'y h'�`'r` "'"- S> ` ,.3:' .�y'�'*.::.+ F "'c�,r " - .rY lai ...,x"°.. 1% ''• t i. -r 'L.,' L r`--+F �. xs .�'#r _ 54 ►. .�c t r<•''• ?HW''3.'g,Qa.' R - ;. 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THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH Appliratilatt -for Disposal Works Towitrurtiott Prrmtit Application is hereby made for a Permit to Construct ( ) or Repair (. ) an Individual Sewage Disposal Sys�t at �� Locati n ddreese ........ rso o� or -.Sr ® '.. Y.---} ----------------------- � � .lT ------ / Own -- -�A s � -._.. ...�. ._..°-----•----------------------------• -•----- --- Y ...................................... ------------ Installer Address Q Type of Building Size Lot____________________________Sq: feet U Dwelling—No. of Bedrooms-------- ___ ______.__.Expansi�on/ Attic ( ) Garbage Grinder ( ) per, Other—Type of Building ............................ No. of persons____. .................... Showers ( ) — Cafeteria ( ) Q' Other fixtures -•-•------------ -----•---..._.... Q -----•--•----------------------------•----•---•--•-•---- W Design Flow......�.J�.............................gallons per person per day. Total daily .. ._._---___-_-_._.___.___gallons. W Septic Tank—Liquid capacity��?OPgallons Length................ Width................ Diameter___-_-.__--...__ Depth---------------- x Disposal Trench—No._. ____...._. Width____It___________ Total Length.................... Total leaching area-___--_.___....____-sq. ft. Seepage Pit No-------/----------- Diameter------C----------- Depth below inlet________________ Total leaching area_.Z�.;�------sq. ft. Z Other Distribution box ( ) Dosing tank Percolation Test Results Performed by-------------------------------------------------------------------------- Date----.----------------------------------. Test Pit No. 1................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__.._.__-___________-. - O Description of Soil--------- - -- �-y--- --- - -- � --- �----- - --- ---� - - -- - U ----------------------------------` r �- ------------------------------- W UNature of Repairs or Alterations—Answer when applicable........................................:.............................--__-_...._-_-________--- ------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------ Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of Article \I of the State Sanitary Code—The under ' ed further agrees not to place the system in operation until a Certificate of Compliance has been i ed` rTt ,e health. Date Application Approved By----- --- -- -- � --------------- ---- ��" f� Date Application Disapproved for the following reasons----------------------------------------------------------------------------------------------------------------- -------••--------------------- ----------------------------------------------------•-•------------------------------------------------------------------------------------------------------------------ Date PermitNo.......................................................... Issued....... -__1_ -----•-•-----•---..------ -----__- -_-_ -——---------------------------------------------Date-------I---------------------- ---J ,b43! j; THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH ......---OF........,..1s5�11 .S..T.. �G:........................................ Allplirtttiun -fur Bi,ivuottl 30orkii Tomitrurtion Permit Application is hereby made for a Permit to Construct ( ) or Repair ( ) an Individual Sewage Disposal Syster�r,,at: ,+ ---------------------------------------------......................... 0 Locatio -Addr or Lot r � -- --�/TU/ [ ®f2� ✓C57" �Q�rc7v7� Owne/' -----Ad Ess Installer Address UType of Building Size Lot....------------------------Sq. feet Dwelling—No. of Bedrooms---------r-------------------------------Expansion,Attic ( ) Garbage Grinder ( ) aOther—Type of Building ---------------____-----.- No. of persons_._ ------------------ Showers ( ) — Cafeteria ( ) Otherfixtures ----- ---------- ----------------------------------------------•-------------------------------------•----•--•-------•----------•----------------- g .._._.____..gallons per person per day. Total daily flow.._......_... W Desi n Flow--------��V----------------- —70 P gallons. WSeptic Tank—Liquid capacity./�O cgallons Length................ Width................ Diameter---------------- Depth.....-_._....... x Disposal Trench—No. ---------- Width.....t........... Total Length.................... Total leaching area--------------------sq. ft. Seepage Pit No........i---------- Diameter......9.......... Depth below inlet_............... Total leaching area---- -----sq. ft. z Other Distribution box ( - ) Dosing tank ( ) aPercolation Test Results Performed bY-------------------------------------------------------------------------- Date-------------------------- ............ Test Pit No. 1----------------minutes per inch Depth of "Pest Pit.......__._....----. Depth to ground water_---..__......_..___. (3� Test Pit No. 2----------------minutes per inch Depth of Test Pit.................... Depth to ground water........._......-.-...._ O Description of Soil.-------- - -------------- l.......... --- t���1�� '��-r�1 C---.r. ... w x ------------- ------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------ 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 NI of the State Sanitary Code—The unders g ed further agrees not to place the system in operation until a Certificate of Compliance has been is £hie b o health. S'gned... - �°� S--` ----- .........t6 ,� Date Application Approved BY---.... ------ (/_ �/� � -GGI- l- ' I `�----------------------- -- ------- .......Disapproved for the following reasons:.............................. --------•-------•-------•------------------------------------Date --------•---- --....--•-------•----------------•--•-----.............--------•-----------------•---•--•----••----••--•-------•--•-------------------------------------------------- --------------------------------- .., � � Date Permit No. Issued. !•.•-- --•- Date THE COMMONWEALTH OF MASSACHUSETTS BOARD OF,,, EALTH .......................OF............ �......j .....::._4................. Q.,rrtif irate of f"umpliaurr TIfI'S IS T "CERTIFY, Pt the Individual Sewage Disposal System constructed ( ) or Repaired ( ) / �. ( >/) by..... �L--r... . -------------- - -- ---- --------- - .......................................... / ---- / at J - [ f/ ���Cr / T % _ has been installed in accordance rth the provisions of Ar �O of The State Sanitary Code as described in the application for Disposal Works Construction Permit No...--.6-- "_..._--�'.4�':--- dated------ ..� .�- �i.-........_. THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUE® AS A GUARANTEE THAT THE SYSTEM Vi L FUNCTION SATISFACTORY. �. - _ DATE G'Q� l Inspector - ------------------------------------•----•------- THE COMMONWEALTH OF MASSACHUSETTS BOARD PF HEALTH ' - C% '�' /�...OF...................�-:.. '--:7.....---------....................-•--•-.... / No. -S-�...•-- FEE.... .................. Dinpotittl lUorhaitrnrttultPrmtt Permission is hereby granted---_ --l_ _.._...14✓__:_/�At,-v-------------------------------------------------------------------------------------- to Cons_trdct ( 6'�`or Repair( ) an ndivi gw, e Disposal-S stem ( / at Street as shown on the application for Disposal Works Construction Perini No.-.. ..- ,.-..._ I) ted---- 1�....-7................. �. lth DATE...... ................ -•---------•-•••---- Boar of Health FORM 1255 HOBBS & WARREN. INC.. PUBLISHERS ' • y' Town.of Barnstable :Departint nt of Regulatory.Services ZMMV. Public Health Division Date fi Thu a� 200 Main Street,Hyannis MA 02601 /7) .� Date Scheduled tjW 0 Tfine Fee Rd.9 r 0 Q • V v `oil spua il ity Assessment or Se Dis ' Performed•B : �� L ��S Gf.l 5 y Witnessed By: - •� LOCATION ION&GENERAL MFORMA.TTON Location Address ,n //��• -to— '( �—�� Owner's Nemc co 1"I ll-l_It 's V ' Address Assessor's Map/Parcel: [.:0�.7 Z Engineer's Name J U W V,%- L NEW CONSTRUCTION REPAIR Telephone#k 6�:OA 3�d Land Use: L w� j Slopes(%) (/ Surface Stoacs Distance's from: Open Water Body �()l�y/�/ It possible Wet Area l�V ft Drinking Water We11 Drainage Way C" V ft Property Line 2 �G ft Other ft SIC TCH'(Street name,dimensions of lot,exact locations of test holes&Pere tests,locate wetlands-In proximity to holes) > ZE Tµl ?Hz j i�l;$l my Cb i Qwe(�iq'l 'l _•a Parent material(geologic)6 (a C a r ( l 1 Depth to Bedrgck ZC)o DepthtoGroundwater. StandingWaterinHole: / � _ . Weeping from PltFttaeN11f'f Estimated Seasonal High Groundwater ,y/ D i ERNNATION FOR SEASONAL HIGH WA.TE .TA.BLE Method Used: (Al Depth Observed standing in obs.hole: Ia. Depth to soil mottles: In, Dcpth to weeping from side of obs.hole: In, GroundwaterAdjuslment [ Index Well# Rcading Date: Index Well]oYol __ Adj.Actor-Adj.Groutidwnter Leval PERCOLATION TEST Date_ Tbna Observation Hole# Time at 9" Depth of Pero Time at 6" Start Pre-soak Time @ _— Time(9"-0) T End Fro-soak Rate M1n./Iach ��C U Site Sultability Assessment: Site Passed Sitp,Failed: Additional Testing Needed(YIN) Original: Public health Dlvlsion Observation Hole,Data To Be Completed on Back------ **4'lf pei colatiou test is to be condiucted within 100" of wetland,you must fitrst-aotif'y the. Barnstable Conservation Division at least one(I)week prior to begila ing. Q:IS EPTICIFERCFO RM.D O C DEEP.OBSERV.A.TYON HOLE]LOG Hole# Deptlifrom Sall Horizon Sail Texture SO Color Sall. Other Surface(in.) (USDA) (Munsell) Mottling (Stnicturc, Stones;Boulders, o i ton zti 96'Gravdl � -lz LS �0"/� 312 y-gig c� 10 Yp-/.� Cow' '/+ . �94N- z �'L ' �� R e2 C--f 10 �165 ?,-ry Grade . DE+El'OBSERVATION 11OL19 LOCam• ELole# � Depth firm Soil Horizon Soil Texture Soll Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consisirnov,To Grave /OYA 0� l0 yR jy . -F-- �Z-(0z z S L lDY�2 DEEP 013SEIdVATION ROLE LOG Role 0. Depth from Soil Horizon Soil Texture Sail Color Sall Other' 5urrace(in.) (USDA) (Munsell) Mottling (Structure,Stones,Douldars. Co i to c Graynil DEEP OBSERVATION TOLE LOG Iffole.9 Depth from Soil Horizon Soil Texture Sall Color 51311 Other Surface(n.) (USDA) (Munsell) Mottling (Structure,Stones',Boulders, Co si tan 6 Fload Insrxrance Rate Mn- Above 500 year flood boundary No Yes Within 500 year boundary No Yes Within 100 year flood boundary No. Yes Depth of ntarally Occurring Pervious Material Does at least four feet of naturally occurring pervious,matcrial exist in all areas observed throughout th6 area proposed for the soil absorptibn system? If not,what is the depth of naturally occurring pervious materlal Ty (41 Certification I certify that on r°l Z (date)I have,passed the soil evaluator examination approved by the Department of Environmental Protection and that the above analysis was performed by me consistent with . the required training,expertise and experience described in�10 CMR 15.017. Signature ,`L���� t�� Datb Q.\SBPT1aPE1s.CFDRM.n0C h �F down cape engineering, SIEVE SOILS ANALYSIS 23 CAPTAIN STUDLEY RD MARSTONS MILLS, MA DATE OF REPORT: 8/12/14 .JOB : GRAIN SIZE ANALYSIS-SIEVE TEST SITE: 23 CAPTAIN STUDLEY ROAD MARSTONS MILLS, MA LOCATION: DCE TEST HOLE SIEVE ANALYSIS Weight Sample(Grams): 147.4 SIZE :WEIGHT RETAINED € % RETAINED % PASSED (sum € --------------:......................... ..........................:---------------------:..................................... 1" 0.0:: 0.0% 100.0% --------------I.......................................................--------------------- ------------------ 3/4" 0.0 0.0%i 100.0% ........ 1/2" 0.0 0.0%€ 100.0% --------------i......................................................>----------------------*------------------ 3/8" 0.0i 0.0%:: 100.0% --------------:.......................................................---------------------=------------------ #4 0.0€ 0.0%€ 100.0% --------------i......................................................>---------------------4..................................... #10 14.6 9.9%€ 90.1% --------------:......................................................:----------------------------------------------------------- #20 45.7€ 31.0%€ 69.0% -------------i......................................................>--------------------b..................................... #40 95.8€ 65.0%i 35.0% --------------....................................................... #50 116.4€ 79.0%€ 21.0% --------------.......................................................---------------------..................................... #80 135.2:: 91.7%€ 8.3% --------------:........................................................---------------------:..................................... #100 138.81 94.2%€ 5.8% --------------i......................................................>-------------------- ------------------ #200 145.0i 98.4%i 1.6% --------------:......................................................:--------------------=------------------- PAN: 146.5 100.0%€ 0.0% --------------►--------------------------+--------------------- ------------------ SAMPLE: € 147.4€ NOTE:TEST ON PASSING#4 ONLY, 9% RETAINED ON#4 <45% O.K. RESULTS: SOIL CLASSIFIED AS AASHTO A-1-b (GRAVEL AND 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 >98%SAND RESULTS: PERMEABLE MATERIAL-CLASS 1 <2 MINJIN. MATERIAL NONCOMPACTED SOIL DESCRIPTION: MEDIUM/COARSE SAND i I I I I I NOTES SYSTEM PROFILE ALL SYSTEM COMPONENTS SHALL BE MARKED WITH MAGNETIC TAPE OR APPROX. NGVD � (NOT TO SCALE) COMPARABLE MEANS FOR FUTURE LOCATION. 1. DATUM IS �t w ACCESS COVERS TO WITHIN 6" OF FIN. GRADE CONCRETE COVERS TO WITHIN 3" GRADE 2. MUNICIPAL WATER IS EXISTIN� 2" PEASTONE OR GEOTEXTILE \ TOP FOUND. EL. 66.5' FILTER FABRIC OVER STONE 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. �yac NEE MINIMUM .75' OF COVER OVER PRECAST 2% SLOPE REQUIRED OVER SYSTEM 66.4 �o � PRECAST H-10 NOTE: MIN. WALL THICKNESS 2" BLOCKS OR 4. DESIGN LOADING FOR ALL PROPOSED PRECAST Qoc Race one PRECAST RISERS UNITS TO BE AASHO H-2Q o\ RISERS (TYP.) 2'0 64.2' 4"OSCH40 PVC MORTAR ALL INVERT IN 62.4' Locus PIPES LEVEL 1ST 2' COMPONENTS 5. PIPE JOINTS TO BE MADE WATERTIGHT. r (TYP') SIDES 63.4ShubaelFENDS l EXISTING T E ' r d 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE 1 p" SEPTIC TANK** °°° °°°°° Pond DIL1mm mmpPJ DPQIS-_ oPEl WITH 310 CMR 15.000 (TITLE 5.) 62.8'* ° o o °° :62.M5' MIN. SUMP °° ®p00000m0 �TEE o°°°°°° ° ° °°°°°` Elmm= Kno=m oo��GAS BAFFLE ::: °°°o°p°°°°° 2" IN. INT. DIM. ci > c000 °o o°.� oo7. THIS PLAN IS FOR PROPOSED WORK ONLY AND 62.67' °g ®��o�oaaoao ��C��0�0�0�� NOT TO BE USED FOR LOT LINE STAKING OR ANY OTHER PURPOSE. WATERTEST D'BOX } O FOR LEVELNESS I L H-20 500 GAL. LEACHING CHAMBERS BY ACME PRECAST OR EQUAL 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC. et�� 3/4"-1-1/2" DOUBLE WASHED STONE 4' MIN. (2) UNITS REQUIRED �� ALL AROUND PRECAST STRUCTURES 6" CRUSHED STONE OR MECHANICAL 9. COMPONENTS NOT TO BE BA&FILLED OR OVERALL DIMENSIONS TO OUTSIDE OF STONE: 25.00' X 12.83' S ` 0 { COMPACTION. (15.221 [21) o CONCEALED WITHOUT INSPECTION BY BOARD OF / h 6 HEALTH AND PERMISSION OBTAINED FROM BOARD V ( 1 % SLOPE) ( 1 SLOPE) OF HEALTH. LEACHING 10. CONTRACTOR SHALL BE RESPONSIBLE FOR FOUNDATION- EXIST. SEPTIC ANK 1 D' BOX 12' FACILITY 55.4' BOTTOM TH-1 CALLING DIGSAFE (1-888-344-7233) AND NO GROUNDWATER FOUND VERIFYING THE LOCATION OF ALL UNDERGROUND & LOCUS MAP w OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF *THE INSTALLER SHALL VERIFY THE LOCATIONS OF ALL UTILITIES AND ALL **INSTALLER SHALL CONFIRM MINIMUM SEPTIC TANK SIZE AT WORK. NOT TO SCALE 1000 GALLONS AND ITS SUITABILITY FOR RE-USE. REPLACE BUILDING SEWER OUTLETS AND ELEVATIONS PRIOR TO INSTALLING ANY WITH 1500 GALLON SEPTIC TANK APPROPRIATE TO SITE 11. ANY UNSUITABLE MATERIAL ENCOUNTERED PORTION OF SEPTIC SYSTEM CONDITIONS IF NOT SUITABLE SHALL BE REMOVED 5' BENEATH' AND AROUND THE ASSESSORS MAP 126 PARCEL 52 PROPOSED LEACHING FACILITY. ^ 12. EXISTING LEACHING FACILITY SHALL BE PUMPED ` AND REMOVED OR PUMPED AND FILLED WITH CLEAN � �► SAND. LEGEND -qi,�, 99 - EXISTING CONTOUR r4.63 �,►� 64.74 O X 99.1 EXIST. SPOT ELEV. -[99]- PROPOSED CONTOUR � � O 198.4] PROPOSED SPOT EL. \\ 4.89 W40 SS.i;g 6S � 6�97 65.00 TH1 5' REMOVAL OF UNSUITABLE SOIL REQUIRED 6'6 6 TEST HOLE AROUND PERIMETER OF LEACHING FACILITY, 65. rt. 6 ��� SYSTEM DESIGN. DOWN TO SUITABLE SOIL LAYER. REPLACE WITH CLEAN MFD: SAND, TO MEET x 66.56 22; SLOPE OF GROUND SPECIFICATIONS 'OF 310 CMR 15.255(3) 66 / x 65.7 72S \ GARBAGE DISPOSER IS NOT ALLOWED UTILITY POLE NOTE: ENGINEER. TO �" � EXISTING 3 BEDROOM DWELLING CONFIRM 4' OF SOITABLE , DESICN I' n W: 'Z BEDROOMS On 110 GPD = 330 GPD _ `CT FIRE HYDRANT SOIL AT TIME OF INSTALL x v 3 x 65.-7 6s.4 NOTE: NOT ALL SYMBOLS MAY APPEAR IN DRAWING �5 "' x 65.g USE A 330 GPD DESIGN FLOW x 66.-,4 GRAVEL x 65._ �0 i SHELL 6.. 5 � � v DRIVEx 65.66 �6 65.7; SEPTIC TANK: 330 GPD (2) = 660 TEST HOLE LOGS 14" 15 I 40j/ 65.99 � 0 67.1 7 **RE-USE EXISTING 1000 GAL. SEPTIC TANK 6 TH2 ENGINEER: DANIEL E. GONSALVES, SE #13587 x ,6.50 �; O TH4t 27.3,� x 65.8 P: LEACHING: 1z1z BENCH MARK - TOP OF FOUNDATION SIDES: 2 (25 + 12.83) 2 (.74) = 112 GPD DONNA MIORANDI, RS ' / WITNESS: AT CHIMNEY. ELEVATION = 66.5 BOTTOM 25 x 12.83 (.74) = 237 GPD o• � � DATE: 8/5/14 P 6`. ^y 65. DATE: RATE _ < 2 MIN/INCH x 65.91 ffi - b -s� O -5.90 65.67 TOTAL: 472 S.F. 349 GPD x 4.23 65,65 CLASS I SOILS P# 14455 \66 16 66 USE� EXISTING DWELLING WITH (4) 500 GAL.STONE ALL EACHING AROUND CHAMBERS (ACME OR EQUAL) AROUND ELEV. x 5.57 .64 TOP OF FOUNDATION 65.59 5.66 .1 EL. 66.5 0„ 4 66.4'- 0„ 1% 66.4' 65.59 /. . A A SHED �x 55 lf/ X 65.70 LS LS 14" OAK � 5.r 6 MA 12" 1 OYR 3/2 12" 1 OYR 3/2 6= 91 APPROVED DATE BOARD OF HEALTH I B B 12" CEDA DECK TITLE 5 SITE PLAN LS LS OF 34 10YR 6/6 63.6' 34" 10YR 6/6 63.6' 14" A� 23 CAPTAIN STUDLEY ROAD /7�S' /�S 20,0 0 Sq. Ft. MARSTONS MILLS MA 10YR 5/8 10YR 5/8 48" COMPACT 62.4' 48 COMPACT 62.4' PREPARED FOR S SL� C2 GEORGE COLE � /jSL� 1OYR 6/2 1OYR 6/2 / 102" COMPACT 57,9' 102" COMPACT 57 9' - >j-Zoe"1 , 1� DATE: AUGUST 5, 2014 �nf f IF t Cy° 4 0 fa ( off 508-362-4541 Y. F Lfif pt nyx 3 C3 C3 u yDANIEL n� I fox 508-362-9880 A. �� uJ 4.1a 1r ,% t. � M/CS M/CS UNSUITABLE 0p `� �3 r_ s� 4:: ... \ UQJA.!A downcope.com 2.5Y 6/4 2.5Y 6/4 SOIL IA. No.4os8o V NOW4 cape engineefi!!g, /pC 132 55.4' 132" 55.4' ;v2c • civil engineers Ak -� NO GROUNDWATER ENCOUNTERED Scale: 1' = 20 1,} Jai t�s;� r iL "aWy °' v land surveyors 939 Main Street ( R to 5A) 0 10 20 30 40 50 FEET DATE DANIEL A. OJALA, P. P.L.S. YARMOUTHPORT MA 02675 DICE # 14- 184 14-184 COLE.DWG