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HomeMy WebLinkAbout1621 OST.-W.BARN. RD - Health 1621 Ost-W. Barn �j' A= 127- 003 -X01 Marstons Mills (fmly 11011) - - - - - - - TOWN OF BARN/STABLE LOCATION �602�� O-�'�• /.t/pit, iC,l1• SEWAGE VILLAGE /y ,f/�%� ASSESSOR'S MAP&PARCEL 063- Xo, INSTALLER'S NAME&PHONE NO.-I. 2B 3-19 39- — SEPTIC TANK CAPACITY /SOD C-hl - /q O-LO z � �7g LEACHING FACILITY: (type) Soo' / Cp7ltec1�(size) /0? Y16 4�t5' NO.OF BEDROOMS 111A, r OWNER 1���C(�'v l7l V�G V C- PERMIT DATE: 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 C�3 - 5S r„ _ a Aso- 3 - 7� � 3 3 i No: �i� " c � , Fee ~1a THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes appliLati f r Bisp'o8al *pstpm Construction Permit na Application for a Permit to Construct(?Repair( ) Upgrade( ) Abandon( ) Complete System ❑Individual Components r+ Loc do Ad es or Lod Owner's Name,Address,and Tel.No. lfo2 �`s ter, t G✓ 14 134 e,n S[�•8!e Rol '.,�y c.e f Assessor's Map/Parcel 12.7 B Instal s Name,Address and Tel.No. Sob-4,08-SWIIK D(e'k��igne}'s Name,Address,and Tel.No. W '1;r.Cy ll:aTd . LOW-i VAh h Uno sl Type of Building: ''!! pp Dwelling No.of Bedrooms - Lot Size U� 21 b sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.req fired) gpd Design flow provided 2 �" G 2 n gpd Plan Date �� ��i Number of sheets L Revision Date Title S.° FPa2 pl' f-ecl rooe'VeAl'C.S Size of Septic Tank Type of S.A.S. 1 ~-mil) 4rz46lud, Description of Soil ��/+ D ^� A/�� CR#ACt-, ro-2®� Q LQ �. f0 PG r k C / e toriz sly If3ry c z r to rl? `Vc t alc t'e/l�n.,� wh ,n.s�••a/-w��,,;e Nature of Repairs or Alterations(Answer when applicable) ' S Date last_nspected: 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 f Health. Signed Z� Date Application Approved by�(�,_,_1,A,e 0--„ Date �- Application Disapproved by Date for the following reasons ?ermit No.�(� ���, Date Issued _ No. t Fee • THE COMMONWEALTH OF MASSACHUSETTS Entered incom—puter: Yes - � PUBLIC HEALTH DIVISIONi- TOWN.OF'BARNSTABLE, MASSACHUSETTS f 2ppfitation for'Zisposar,6pstem Construction Permit "- Application for a Permit to Construct(Repair( ) Upgrade( ) Abandon( )+ "`Complete System ❑Individual Components fd:s r^ i c621 A V5 "c-v Ffe (.s121 17c('nS4G Ass or Lot No. Owner's Name,Address,and Tel.No. �i�� l�a 9G►II Pt'4 G.`r+� Assessor's Map/Parcel ' (Z"7/6 — (0 Installer's Name,Address,and Tel.No. 5"fir r etc Designr�'s Name,Address,and Tel.No. , Jos"• ir-, i(. ii r S 61"`�ve?" Z5 h ,.,,e c: i 'r+ I - el Type of Building: Dwelling No.of Bedrooms Lot Size ZG"J,219 sq.ft. Garbage Grinder / "" ( ) Other. Type of Building �P/+(✓ iOr5� "� No.of Persons Showers( ) Cafeteria( ) Other Fixtures t"h Design Flow(min.required) Zed gpd Design flow provided 2-L G TV gpd Plan Date Number of sheets Revision Date Title �. 2. /�/G� ram'/q, f fh Pliye^Prl'6 S / Size of Septic Tank S i5 rr A611 . Type of S.A.S. ' QU GA /ri Description of Soil Tf�J- "� , ✓4W 64 ye f (�,-, r. �4'y�'( -o /'t �.Gi '''F f t"r � �( tr`< f e//uc.,`S 7 �Jlot +, /1. �y� t✓/i - 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 provis ons of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of r Compliance has been issued:by this Board of Health... Signed Date ( _f Application Approved by .�, (/ t P U� Date j �G=`• P Application Disapproved b€ Date for the following reasons Permit No. ao fL Z. Date Issued THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE;MASSACHUSETTS + `� Certificate of Compliance THIS IS TO CERTI Y,that the On-site Sewage Disposal system Constructed( fi) Repaired( ) Upgraded( ) Abandoned( )by ti c rt f.4 1 tu 1S T - at- f ? - Q j e f y,/h (,/, r th, -has been constructed in accordance l with the provisionsof Title 5 and the for Disposal System Construction Permit No. 2016-W 5 dated Installer.I��t-t ���G+C c I ". , t Designer C, ri 4-r G hs,'n f e( ;h #bedrooms Approved design�flbow ?�t�J G gpd The issuance of this ermiit shall not be construed as a guarantee that the system will `function_/designed. �} Date 1 l 1 I(1 Inspector C. ------------------ -------------- ---- ---- ---- No. /�' y - _ Fee 1-50 - . . THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS Nsposal �—&pstrm Construction Permit Permission is hereby granted to Construct(✓) /Repair( ) Upgrade( ) Alband�}on( ) System located at /b 1 S-I� 'l�v',�SQ �.t�t" -� r )G 13 .�T•�'tr � o0al ` j and as described in the above Application for Disposal System Construction Permit. The applicant recognized his/her duty to comply with Title 5 and_he following local provisions or special conditions. (�, Provided:Construction must llbe completed within three years of the date of this permit. tol3 Date (A � N1 Approved by A%-fV..G v • )yifl5 '�J1/�� CLT l t1�j-�lit.(� �{. A t G�c-� �� t� /►�LG� 5- a r.. l Town of Barnstable WE Regulatory Services O� Richard V. Scali, Interim DirecYtor * BARNSTABLE, • Public Health Division 039.�ATEn '�"� Thomas McKean,Director 200 Main Street,Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Installer & Designer Certification Form Date: �pv ,ll ot6 Sewage Permit#aOk ola3 Assessor's Map\Parcel /v9 -06,3- XO Designer: .S V t6a.A EA(�( n c e r t A8 Installer: �B d-U c e llck c c.I L. 7<1 Address: 1 I�Q,r�ct- Address: 6 Z TcD A Q�S l"e1`v�l I c d`CA. 0016 S 5 O s es'�� e ► j .Q6-r On (�-Q 8-A� ni�uct ✓ ����(f,3 was issued a permit to install a (date) (installer) septic system at 05/• -GcJ�f3c,.rt / /`%Jl�� based on a design drawn by (address) sv�t�ucn ��C tv�cen,�� dated 7:JvV\e_ 4 aol. (designer) certify that the septic system referenced above was installed substantially according to the design, which may include minor approved changes such as lateral relocation of the distribution box and/or septic tank. Strip out (if required) was inspected and the soils were found satisfactory. I certify that the septic system referenced above was installed with major changes (i.e. greater than 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 compliance with the terms of the I\A approval letters (if applicable) 1N OFAQss9cy JOIN C. G O'DEAJo 8 + CIVIL (Installer's Signature) No.48168 o��FG/STEM® signer's Signature) (Affix Designer's g 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. Q:\Septic\Designer Certification Form Rev 8-14-13.doc Z,-XPa Ts,1_1 4 `=Looms v qrj ��..,. .....vw.wn• Meeeir6 2'HIGH TRANSLUCENT PANEL 12'x 12' s'wah straieht .. Slider Rider Guard d '^ ? Diagonal: cri vy a m A 156'2 1/4" x v s'Hlah Straight ` RW,Guvd 12'x 10' a 2'HIGH TRANSLUCENT PANEL Opening 139"9 — G a 12'x 10' $ lr.lr Opening lrxlr g 'e slap stag II s a _ lrau' lrxlr Stall reed Room �- A - V � a Stail S[omge a 12'a 12' 12'x 12' Sloll 10'x 10' 7acL g0om g ai Slider T 35'9" Town of Barnstable P# H �11i6 Departitnent of Regulatory Services • •M+; .' Public Health Division ►S Date 200 Main Street,Hyannis MA 02601 qg Date Scheduled d Time_k Fee Pd.._ ' ZiX , Soil Su&zbility Assessment for Sewage isposal Performed By:.15 > Witnessed By: . LOCATION& GE RAL INFORMATION Location Address GOwner's Name c S� Cbc.� r r. i 2lv� Address Assessor's Map/Parcel: `� 03 �(� �� Enginerr's Namc �TC.3�%'C. .!'l at-r1 NEW CONSTRUCTION V_ REPAIR Telephbue# Land Use � !� c •.7 k Slopes(%) �—f 5udace Stones .. � > Distances from., Open Water Body ft Possible Wet Area ft Drinking Water Well' — f[ Dralhago Way - ft Property Line r6 ft Other • ft SIMETCH:(Str,ee�t,name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands fn proximity, to holes) !s`lLtfUJCYVUU' X 11 6 t 127003XO2°t#1671 r2~ & p 127043T00` N,. •o #0 . ; . ` 4 ISS 128038T00 09 37 o �O ! #167,I— ' 127042 �W lam" #1OQt § r � > 1r13 a" I l i r �, �0 70, 127033 ' . 44 fi w 11 !#1643 ✓, ,.r N ��w°�,,,_ X i *.,� �' :�27003X01 101 36 0 t 1 40 j� C 1 # 103Y. . 1 4(19 ' t #1553 X 984;t ` t Parent material(geologic) H��t-s a.k, ,��s-e%,.r-r-s �" Depth to Bedrock Depth to Groundwater. Standing Water In Hole:-/� � t✓'iCPett1,�9veeP1 g tlotn Pit FeCe Estimated Seasonal High Oroundwater DE ATION FOR SEASONAL'HIGH WATER TABLE Method Used: /� f� Depth Observed standing in obs.hole: Ib. Deptil to loll mottled: Death to weeping from side of obs.hole: 111, Groundwater AdJurtment Index Well#1 Reading Date: Index Well level A ,PROtif r,_ _ .. _._ � A�.CiraundwtiterLeval,,,,_, PERCOLATION TEST Date,_ _ _, 91Citntm Observation Hole N Tinto at 9" f S' Depth of Pere Tlme at 6" /2 3 Start Pre-soak Time @ f`��' 15t by Time(9"_6") �„ ,es P u End Pro-soak Rate Min./Ineh Site Suitability Assessment: Site Passed t.— S1t0 Felled: Additionallesting Needed(Y/N) . tv Original: Public Health Division Observ'ation Hole Data To Be Completed on Back---- ***If percolation test is to be conducted within 100' of wetland,you must first notify the Barnstable Conservation Division at least one(1)week prior to beginning. Q:\SEPTIC\PERCFORM.DOC DEEP.OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Sdil Color Soil• Other Surface(in.) (USDA) (Munsell) Mottling (Stnucture,Stones;Boulders. �aistency.%'Gravel) DEEP OBSERVATION HOLE LOG Hole# Z Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. It 3e '� DEEP OBSERVATION HOLE LOG Hole# 3 Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency. ' l0•'r C? �E I—� `U Y.� �3 p i b L S /o YA- � DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soli Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stooes;Boulders. �f Consistency, y �'�>r � �.( � /C�y/i2 �� r2-sE'Ct CT.+-,�1'y� • Flood Insurance Rate Map: Above 500 year flood boundary No— Yes ._ Within 50u year boundary "No f� Yes Within 100 year flood boundary No.V Yas Depth of Naturally Occurring Pervious Material Does at least four feet of naturally occurring pervious material exist in all areas observed throughout the area proposed for the soil absorption system? yh f ha rall occurring pervious material? If not,what is the depth o to y g - --,� Certification I certify that on. •� S (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 traini cruse and experience described in 10 CMR 15.017. Signature Dart /J. Q:\SBPTIC\PHRCPORM.DOC No. �(,/ D Fee BOARD OF HEALTH TOWN OF BARNSTABLE 01ppricatiou ifor Yell Construction 3permtt Application is hereby made for a permit to Construct(,f), Alter( ), or Repair( ) an individual well at: IyLl 11;% �2"1 I003 — X01 Location-Address Assessors Map and Parcel J o�h C0-CA Gi n qWe- Owner Q Address W-Mby a. WQkk 2"1g3 , 0,(-W ns MA 0453 Installer-Driller Address Type of Building Dwelling Other-Type of Building No. of Persons Type of Well Lk 0 .QyL Capacity Purpose of Well Agreement: The undersigned agrees to install the afore described individual well in accordance with the provisions of the Town of Barnstable Board of Health Private Well Protection Regulation-The undersigned further agrees not to place the well in operation until a Certificate of Compliance has been issued by the Board of Health. Signed �! 4at Application Approved By Date Application Disapproved for the following reasons: Date Ar/Permit No. � 4 Issued Date BOARD OF HEALTH TOWN OF BARNSTABLE Certificate of Compliance THIS IS TO CERTIFY,that the individual well Constructed()), Altered( ), or Repaired( ) by Z)kSYy-,c sr4, // 11 \f�I 1 Installer A at 1 b2, Q -QSg,11� - V V'�0.0�sT IRA, OI.tS S 1"�� i is has been installed in accordance 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. Dated THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL SYSTEM WILL FUNCTION SATISFACTORILY. Date Inspector ' 1 4TNo. ,!1 (/ Fee BOARD OF HEALTH TOWN OF BARNSTABLE Tfpprication _for Yell Construction Permit Application is hereby made for a permit to Construct(.4, Alter( ), or Repair( an individual well at: 1,1��IS ^ s / `0J. 1.,2_i C�s�rr<v ��_-\ni•(?z c Ns(,b1 � lone t1 Zvi (2� 00 Location-Address Assessors Map and Parcel Owner Address � �V'I\61('v WQ11 1�1ci1,,,�, ih�' �{ .0 o,�. 2313 W n s "A nzC.s3 Installer-Driller J Address Type of Building r Dwelling J Other-Type of Building No. of Persons Type of Well y S(-A\q l` \�y�. Capacity ZO� ! gp Purpose of Well N\-a-6 U., Agreement: The undersigned agrees to install the afore described individual well in accordance with the provisions of the Town of Barnstable Board of Health Private Well Protection Regulation-The undersigned further agrees not to place the well in operation until a Certificate of Compliance has been issued by the Board of Health. Signed C at Application Approved By CDate Application Disapproved for the following reasons: Date Permit No. V�/ DD Issued h 1• ._ Date BOARD OF HEALTH 't I T01�Y, N' OF BARNSTABLE 'Certificate of Compliance �Y THIS IS TO CERTIFY,that the individual well Constructed()), Altered( ), or Repaired( by �e s�no�r\ UJ�.11 ��;1't o YA4.- `� Installer at I(a2� OS��c�1' �1-0_ -W-�ctc,�s���.� �Ra. �A\a vr,s M � 11s has been installed in accordance 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. Dated THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL ' SYSTEM WILL FUNCTION SATISFACTORILY. Date Inspector BOARD OF HEALTH TOWN OF BARNSTABLE Yell Cow5truction Permit No. �' D/ Fee DD Permission is hereby granted toS Installer to Construct(f), Alter( ), or Repair( an individual well gat:: No. I�2-� 0S+'-c�,) �,P_ �n c ns� ��� F . VV\(-J`Z- ,r Ikk* �r Street as shown on theApplicatiOP for a Well Construction Permit No. ,,Dated Date Approved By MIR Y— i / UO \ O ! 1 40 r \ ZO PropoAed \ 'Well \\ \ o \\ i \ ✓ y\ \ O S / e -,�A��o tom'� Prop Septiccy Tank r .� _ / \ � S.A.S r p TBI1\ � Wo 12'x i�' r Nail's Res x16 -- � / outdoor 00 4--- \ ' �/ q0- \ i / c e4 i ----_ •\•, DIRECTIONS: j'• NSS;JJ'4/ - 11 .mn ar'.e-u.wr.nur.•O'P•` xm ASSESSORS REF 68 a 804.60' r \ - OVERLAY DISTRICT: FLOOD ZONE.pr _ LOCATM� ZONE. SEPDC NOTES m.gmaa.wu.�rarxxmrm �v snyrmen�w PERCTEST-14.693 s ell~ ''woirm im�..®rrrrmwamea SITE PASSED ' wer�� ♦ \` I n'�aunmarrwrw.w0ra.��-rrr.r.w� 'PEST ROIL 1 TEST ROLE-. . r' S � oo3.c 4.rm w�y�-[mr�r w Ory wrax r r rn ` �L � ` rwrss.r- rm Pose T®omr Ji , ` Ye.rrrlrcraar[wevY.me.� ..: .:: ..1MMTanrm: \ vxI 121.61' .are.zwwraw n uwna.� p..o° �. !� - i 531.36'41"W \32 3g E sou /�Np 4'8 / TEST HOLE 3 tESf ROLE a 7LAoc 5frr 12 1 L I f— rr °° row.rvwm .r .n ors• ��___�-�$`/ o! !,l CROSS SECTION OF CHAMBER ffi NOT TO SCALE 0 �T. LEST HOLDS TEST HOLE-! elr� TESTHOLE-3 00 22 Ro ri adrl DESIGN DATAwoo e stBarasta \ y'I LEACHING AREA \ Vie. � \ ^.- .m.aw°.aum nam �wm mm.ma 2p2 38./ s#eNllle `;�><r,v;n^ 0 LEACHING CHAFIDER DESIGN 6188, r:.r.....ria...om RL— DEVELOPED PROFILE OF SYSTEM NOT TO SCALE FarEAaL�`°" FamAere B °E Site Plan Robert Gin9ue SWliV� CapeSury Proposed Improvements At 1621 Osterville Wast Barnstable Road Barnstable (Mars ons Mills) Mass. rie.: W Cmr°.: OAIE: SGIE: N v.°r.e: xorr Aer/ April2lr 2016 1'=40' I k d D'RECTIONS: .� From Hyannis - Take Route 28 into Osterville; At the lights by White Hen Pantry take a right onto Osterville v550 4 ,� ;' West Barnstable Road, Continue straight across Race ASSESSORS REF.: i E Lane; Site is on the left, 1621.# Mop 127, Parcel 003-X01 08 =� 8o4 6 I I OVERLAY DISTRICT: ;l AP - Aquifer Protection District �+ �. GP - Groundwater Protection District FLOOD ZONE: y A Zones X Community Panel No. , #25001 C 0542J / , l li July 16, 2014 LOCATION MAP t t - ZONE: o RF (RPOD) Approximate % ! \� \\ OS Area (min.) 87,120 SF Well 1 I ` �\ \\ Q f09 00 \ o Fronta e (min) 150' 1 I \\ ` wO ,x7 � t o SEPTIC NOTES seta Fmin) 125' _ I \ \ Q2� 1.Location of Utilities Shown on This Plan Are A rox.At Least 72 Hours Setbacks: J jl jl ��\ �\ - < Prior to Any Excavation For This Project the Contractor Shall Make Side t 15 O 1 1 Z \ \ the Required Notifications to Dig Safe(1-888-344-7233)and contact Rear 15' Sullivan Engineering&Consulting Inc.(.508-428-3344). \ 1 1 2.The Contractor is Required to Secure Appropriate Permits From Town Agencies For Construction Defined by This Plan. 3.Wherever Sewer Lines Must Cross Water?Supply Lines Both Lines Shall Be Constructed of Class 150 Pressure Pipse and Shall be Water Tested to \\ \ 21� Assure Watertightness. In General,Watezr Lines Shall be Constructed in Coordination With COMM Water,and Shiall be in Accordance With 248 CMR 1.00-7.00&310 CMR 115.00. 4.A Minimum of 9 of Cover is Required fir All Components. PERC TEST: 14,683 4�1 N 5.All Structures Buried Three Feet or More:or Subject PERFORMED BY:STEPHEN A.HAAS,P.E. to Vehicular Traffic to be H-20 Loading.]It is the Engineer's SOIL EVALUATOR N0.976 Recommendation that H-20 Always be Used. WITNESSED BY:DAVID STANTON,R.S.-TOWN OF BARNSTABLE 6.Install Watertight Risers and Covers to Within 6"of Finished Grade MAY 22,2015 (I/ \\\ \ \\ _ Over Septic Tank Inlet,Outlet,D-Box,ancd Leaching Chamber. SITE PASSED 1 _ All covers are to be maximum 18" for comcrete or 24 Cast Iron. 7.Septic System to be Installed in Accordance With 310 CMR 15.00& I \ \ �,o 248 CMR 1.00-7.00 Latest Revision and[the Town of Barnstable Board of Health Regulations. TEST HOLE - I TEST HOLE - 2 EL. 117.7 EL. 117.3 \ \ 8.All Piping to be Sch.40 PVC. ..... CLI 9.D-Box Shall Have a Minimum Inside Dinnension of 12'°,and a Minimum Sump of 6". O/A .. O/A 11 1 \ o� \ 10.The Separation Distance Between the Septtic Tank Inlets and 6" 117.2 6" 116.8 1 0 B LAYER 10YR 5/8. B LAYER.l0YR.5/8.......... Outlets Shall be No Less than the Liquid Depth.Inlet Tees Shall Extend \ \ YELLOWISH BROWN. YELLOWISH BROWN \ \ O- \ a Minimum of 10"Below the Flow Line.Outlet Tees Shall Extend 14" 30++ .. LOAMY SAND .. 115.2 30" LOAMY SAND. 114.8 T� Below the Flow Line and Shall be Equipezd With a Gas Baffle. 1 I 1 0 \ 11. Fill Shall be Clean Medium Sand with Nco Large Stone or Debris and C 1 LAYER 1 OYR 6/6 C 1 LAYER I OYR 6/6 o \ Shall Meet 310 CMR 15.255(3). Charcoal Filtered Vent BROWNISH YELLOW BROWNISH YELLOW I I 1 \ Final Location of vent to MED.SAND 108" MED.SAND 108.3 be de' ided in the field 52" PERC TEST 113.4 C2 LAYER2.5Y 6/3 25 GALLONS GONE IN 15 MIN. LIGHT YELLOWISH BROWN / 1� PERC RATE<2 MIN/IN(LTAR=0.74) LOAMY SAND r. 2r /' --��/ \ 0�0 � /yiJ 036' 41 Approximate O 120" 107.7 120' 107.3 31 Well c3\ NO GROUNDWATER ENCOUNTERED NO GROUNDWATER ENCOUNTERED /\ Pro odd V 3% •Q��j� J \\Clean Finish Gra e - pp S 3 A roxfmate /, ^ � . / �\o \ r ' 1 /� (� ----E _-__` m:i? ��'_ (_^ w��, Septic `I \ ► 3' Max. I ., ;��,; 111�,-,���E��•" 1( �� . � � a l .:::��1.. ".� ., ,� " � I_ TEST HOLE - 3 EL. 118.s TEST HOLE - 4 EL. 116.4 ' I i , N2� �� . I \ \\ u Prop'as d , 9 Min Compacted Fill �� \\i \ ; `\,� Filter �' Se tic/ \ \ \ P / -- - ouric O/A .. 0/A l ;*ENGIN� VERIFY* Tank �% t i 1 1 2 B LAYER IOYR And/Or 10" 117.7 6" 115.9 SOIL CON I TI A-T-- �/ /!/ Approximate ' T- - ` t I 2„ /8„ _ / .. 5/8 13 LAYER l0YR.5/8 n VAS T 7,�,h�e,' Septic - w h a; Pea Stone YELLOWISH BROWN. YELLOWISH"BROWN ' „�/'' \ :.;:. •: • `�" h O'X� \ t 0 3' H-2� 115.2 24" . LOAMY SAND.... . .... • •• \ ; ,, 3/4» - 1 1/2„ 40 ...LOAMY SAND"..".. ... 114.4 U LEACHING �I Double Washed C 1 LAYER l OYR 6/6 C 1 LAYER l OYR 6/6 CHAMBER Stone BROWNISH YELLOW BROWNISH YELLOW Propdsec� VE {1 \\ r lfl� <, w _ 90" MED.SAND 111.0 MED.SAND S ! T \ C2 LAYER 2.5Y 6/3 52" PERC TEST 112.1 = 4' 10'L- -------� LIGHT YELLOWISH BROWN 25 GALLONS GONE IN 15 MIN. -�-.•__-- ` -.� ..� \\ � �� 12'x 1�' � � Jafail 1' Tr ;� � �\ I f 1014 ! 1 / EL 1�4,(� 12' -I LOAMY SAND PERC RATE<3 MINAN(LTAR=0.74) j - \ Res Vie.. ose ors 1 Qro Riding X� / % 'J \\ r CROSS SECTION OF CHAMBER 120" 108.5 120" 106.4 r 0' -- - \ t- 00000 00 �` .Cyr, = � \ I NO GROUNDWATER ENCOUNTERED NO GROUNDWATER ENCOUNTERED /� o NOT TO SCALE TEST HOLES PERFORMED BY:JOHN O'DEA,P.E. _, \\ SOIL EVALUATOR NO.2911 CAPRIL 14,2016 z / ' / �/ � \ \ TEST HOLE - 5 -P ; ,- ,- \ TEST HOLE - 6 �� �� �✓ EL. 102.8 EL. 113.2 0) N / , F.F. El. 104 0 (A _ �- See Note 6 (typ.) + _ ~ % Final LocationCharcoal t�ofdv vent to O/A 0 F.G. EL. 103 ' 6 .. Vent F.G. EL. 103 O/A �2'X1ZGt0re i \ 0 be decided it the field 112.9 102.3 411 B LAYER 1.OYR 4/6 d v G (v Ose g Str ob / 0 B LAYER lOYR 4/6. pj P Mdn of / ' Flow Equalizers DARKYELLOWISHBROWN DARK YELLOWISH BROWN NOrge CiOrC / ! \ t} L l �d EL. 100.95 As Re uired q 20' LOAMY SAND -_ � 101.1 36" LOAMY SAND On 1 \ flo Installer To C1.LAYER IOYR 5/3 C1 LAYER.i0YR.513 . 1 2 56 / � Q Confirm Prior EL. 100.25 1500 Gallon BROWN a���V DESIGN DATA To Any Work Septic Tank EL. 100.00 F1 Top EL. 1O�Q0 BROWN . + H-20 Required 99.5 H-20 50" LOAMY SAND 72° jIst� Horse Barn-200 GPD (See Note 5) D-Box EL. 99.33 „ C2 LAYER lOYR 3/6 C2 LATER OYR3/6 • 98.6 107.2 a Use a 1500 Gal Septic Tank H-20 9g 0© Leaching DARK YELLOWISH BROWN DARK YELLOWISH BROWN MED.SAND-SOME STONES ' _ g MED.SAND-SOME STONES LEACHING AREA ra Be Installed on �' Chamber Stable Compacted Base BVt EL 7 0 50 200 GPD/0.74(LTAR)=270 SF Required i n 38 w' Sidewa11=2(12'+16')2'=112SF Bedding, If >ncounfered: Rernove & Repioce O G' She Inspection Port, Alil .Ursuitabl Sorts :WFthirt 5 of 44" 20' Bottom Area=(12 x 16)=192 SF p - NO GROUNDWATER ENCOUNTERED NO GROUNDWATER ENCOUNTERED 2 / O & Baffels ......h ©uter Perimeter of Tk�e System Total Provided=304 SF as Per Title 5 " • 1 103.2 ..SEE NOTE 71) LEACHING CHAMBER DESIGN EL 90.8 i No Growdwater All Pipes to be Schedule 40. Use P� 1-500 Gal.Leaching chambers in a DEVELOPED PROFILE OF SYSTEM Per��stHole ^ � 1 Sg 12'x 16'Washed Stone Field as Shown. Groundw�er o f� CJ 1 i Per TO.l Standard NOT TO SCALE 4 � REVISION: Add Clean Out & Soil Verification Per B.O.H. 06 29 16 NOTES: PREPARED FOR: PREPARED BY. TI TLE: Slte Plan co The property line information shown hereon was � Engineering& CapeSurav Proposed Improvumentscompiled from available record fnformatfon. Robert Gin qu a Sullivan g Consultin ,Ina West sexy Re gulte 2.) The datum used is approximate NAVD 1988, per Osterville AV 02655 a LL GIS reference points. t 1 ��nn;�n�com- �wwww.,uu1iven g0n.c= ales /-7 (508) 420-3994-/416-3995fax C) 16^ 1 Osterville West Barnstable Road Draft: JOD Field: Barnstable Mars..}} n w 40 0 20 40 80 160 ( LO S M���s) Mass. w Review: CR „ I � Comp.: DATE: June 22 2016 SCALE: 1 _40. Project: 36011 Project , , I I