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HomeMy WebLinkAbout0068 GUNSTOCK ROAD - Health 68 Gunstock Road Osterville �. n ° ° . ° I r _ TOWN OF BARNSTABLE LOCATION 6$ Gvus-roch Q1 SEWAGE# o1O01- 5-9 °;VILLAGE 05TCA,N„[{ ASSESSOR'SIMAP&PARCEL Q INSTALLERS NAME&PHONE NO. . I�IC,,Ca�l�b r - 'fag-55Q q SEPTIC TANK CAPACITY t 1000 G Nt, ex�S i LEACHING FACILITY:(type)a- 5o o R F.(,C S (size) Z a k 0 S NO. OF BEDROOMS 3 OWNER PERMIT DATE: Ft •W4 a.00 �1' 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 PC q A3 - yid 63 - �6 A q - 6®`6 a qC \\. ` • may, Q t F O No.. V ��✓ - � ee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes ZippYicatiori.for � gpogat *pgtem Cougtructiou Verna Application for a Permit to Construct(.) Repair(Vj Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. 68 G UxI sT0C - Owner's Name,Addres$,and Tel.No. 0S—kei V%LLE :Zrww L,,k,7e1oy� , sob Assessor'sMap/Parcel lajloq ©8 Wit,fur_ yas_6'89 So8- Installer's Na e,Address,and Tel.No. �od� Designer's Name,Address and Tel.No. TA2n I'te e2 81'�h�sr: o rv,`I. Y�8-SSa9 .0.-¢o,LCtp z n w d 3 Type of Building: Dwelling No.of Bedrooms 3 Lot Size JS000 sq. ft.� Garbage Grinder (//oj Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) 330 gpd Design flow provided 3.30 gpd Plan Date Ft�_16,boo Number of sheets Revision Date Title Size of Septic Tank \I0oa QA�. e tkks vAC Type of S.A.S. Cb 64. C IJA In C/Ag Description of Soil Nature of Repairs or Alterations(Answer when applicable) �o t ov ►' e4c 1 I\ eta �►s`►`, b Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of Compliance has been issued by this Board of Health. Signed Date F1o20 0 cc Application Approved.by .Date OZ-A-5-Z Z7 Application Disapproved by: Date for the following.reasons Permit No. d�:v � Date Issued a No. Fee QQ THE COMMONWEALTH OF MASSACHUSETTS Entered in computer. 1 PUBLIC HEALTI4-(VISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes Rppri cation' Tfor �Dtgpogat 4p.5tem Con5truction Permit Application for a Permit to Construct( ) Repair(V�Upgrade( ) Abandon( ) ❑ Complete System ❑Individual Components Location Address or Lot No. O .`V x{S'f1\C�C� • Owner's Name,Address,and Tel.No. Assessor'sMaplParcel �_�J/©'i 0STcr1,,11e Installer Designer's Name,Address and Tel.No. 's Name,Address,and Tel.No._ ;j 'a' q -Y�r�c�Cr1 �Pvf•(z ` S"T, �j 5 Type of Building: Dwelling No.of Bedrooms 3 Lot Size /570on sq. ft. Garbage Grinder (,/C Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) 330 gpd Design flow provided gpd Plan Date rc lam. I E:, C10 bl Number of sheets Revision Date Title Size of Septic Tank >\o�v r��, F`t\��\ \C Type of S.A.S. .JOOKrij Cl-lAmI r/aS • v Description of Soil Nature of Repairs or Alterations(Answer when applicable) An 0•f AFjj iovr Fx t i\n C �eA CM b sooC,-A, 14--1c) c+-t'y\\')P2 Lti,,R�1 t}! :j"( C Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of Compliance has been issued by this Board of Health. --- Signed X, e7,rlf Asi Date /`vfj. 0, _7,-O e Application Approved by t Date i�- 7 Application Disapproved by: Dater for the following reasons Permit No. cZC3Y � " Date Issued c�/ THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS (Certificate of Compliance fi THIS IS TO CERTIFY,that the On-site Sewage Disposal System Constructed ( ) Repaired ( � Upgraded ( ) Abandoned( )by °>lsr;i ,,,1, \c ((. 7 4 ` at Z 8 G t, o\ a i U C I1 2 C,S 1 c r v,�1� has been constructed in accordance ^� with the provisions of Title 5 and the for Disposal System Construction Permit No. J007 Q 5 dated 1 /a J/< Installer -?)t`u t c Mr-, -cr R , <. t o Designer 1)A�,r c ,N h y u F ;? #bedrooms 3 Approved design flow _, ��0 gpd The issuance of this permit shall not be construed will—has a guarantee that the system function as.designed. Date 1'� \ / Inspector r---�- -= No. J-00 7" Fee /D THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION—BARNSTABLE, MASSACHUSETTS 0iqoat 6p5tem Con.5truction Permit Permission is hereby granted to Construct ( ) Repair Upgrade ( ) Abandon ( ) System located at �,�a K1�{{i``c C h �l�• C)5_T11r V and as described in the above Application for Disposal System Construction Permit.The applicant recognizes his/her duty to comply with Title S and the following local provisions or special conditions Provided: Construction must be ompleted within three years of the date of this permit. Date <:p /al ? Approved by Town:,, f Barnstable „ __ �tegulatory Semees Thomas F. -Aer,Director Pubhc Health-Division Thomas.McKean,Director 200 Main Street,Hyannis,MA 0101 Office: 508-862-4644 Fax:508-790-6304 Installer c& Designer Certification Form ge Date:G 2 r c) Sewage Permit#aoo 7-s9 Assessor's MapTarcel 7— Designer: DAP—P'e-A t"'tom � Installer:�cv�e.�GLG0.,l1 ,s1�2 Address: L ddress: 8'1 ?o no �_- 06 er On Fc L. 1 o'� 1�cW�� G,e c,� ;s r was issued a permit to install a (date) (in a,ll�e,yd septic system at lob GvN,9T'oT`1C�.- 0:5-T'erv�6 based on a design drawn by D�,L-rf 'dated �U` 1 O j (designer) I certify that the septic system referenced above was installed substantially according to the design, which may include minor approved changes such as lateral relocation of the distribution box and/or septic tank. N 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 ,1 component of the septic system)but in accordance with State&Local Regulations. Plan re 'sion or certified asrbuilt by designer to follow. /(tr6i2raller Signature) - ;, 4 A N t AN T (Designer's Signature) Z1,1C Designerle%x �'PLEASE RETURN TO BARNSTAB 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:Healtb%Septicoesigner Certification Form 3-26-04.doc Town of Birnstable p# Department of.Regulatory Services �j� A "+ Date / Publk Health Division, , • ; ester• ;'ti. - -, 1 200 Main Street,Hyannis MA 02601 t Date Scheduled ` \ 'Time Fee Pd. Soil Suitability Assessment for Sewage Disposal Performed By. Witnessed By • j_ LOCATION& GENERAL TNFOItIYIA Location Address69 L Jm"''s Name�/ rg oUN570C z'lle ' , Address (o . Dst�rtr : ,� 02-��2- .,� , Assessor's Map/P$rcel: 1 Zl I ®1©[ I Engineer's N'amee DAY4�" NEW CONSTRUI�nON REPAIR x Telephone#�7 p ,�jri 2'.� L' L?/ Land Use ReS'�o ENT�A t' Slopes M , ' �-/o�� Surface Stones �Q i ft Drinking Water Well ��ft Distances from: Open Water Body,W Possible Wet Area y. brainage Way Z00 ft. Property Line _l�ft Other ft" SKETCH:(Street name,dimensions'of lot,exact locations of legit holes&perc tests,locate wetlands in proximity to holes) Pwfo�ep Sim 2 s w �^ En Parent material(gedlogic) � �' ' 00-rWy 1 Depth to Bedrock � j } Depth to GroundwaWr. Standing Water in Hole: N i Weeping from Pit Pace Estimated Seasonal Ngh Groundwater DftERNIIN TION FOR SEASQ�AL HIGH WATER TALE Method Used: ' ih: Depth db,Perved standing;in obs.hole: __in. Depth to salt tnottlss, - Depth toiweeping from side of obs.hole ! in, amundwt►ter Adjustment Index Well#�. Reading Date: Index Well level ! Act.faetor•,,.._.�_ Ate•ti►�nundwnterlevel.,,.e ! Date Time, �M. PER TEST ' Observation / 7 Time at 91, N .----.-- Hole# Time at 6" Depth of Pere DI o Time(9"•6") .._..r. Start Pre-soak Time.0 !,l - VL End Pre-soak Rate MinJlnch rr GS Site Failed Additional Testing Needed(YIN) Site Suitability Assessment: Site Passed ; Original•.Public Halth Division Observatiori Hole Data To Be Completed on Back— -- ***If percola ion test is to be conducted within 100' of wetland,,-You must first notify the ion Division at least one(1)week prior to beginning- DEEP OBSERVATION HOLKLOG Hole# Depth from Soil Horizon Soil Texture Soil'Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Stucture,.Stones,Boulders. >onsis enc -%Gravel) 6 _ ao' 5aoid l,,w^l MIA L6an S, o Sgylo 2.y 7/3 DEEP OBSERVATION HOLE LOG Hole# Z' Depth from Soil Horizon Soil Texture Soil Color Soil Other Surfaea(ir,.) (USDA) (Munsell) Mottling (Structure,Stores,Boulders. nsistenc %Gravel) A— Z,0441 !D"- 3 Z'yP7 Loa Sic! Lo z 5 DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. onsiste-c Gravel)' DEEP OBSE ATION HOLE LOG Hole# Depth from Soil Horizon So Texture Soil Color Soil Other Surface(in.) (US ) (Munsell) Mottling (Structure,Stones,Boulders. nsisten ,t t Flood Insurance Rate Map: Above 500 year flood boundary No_ Yes Within 500 year boundary No X Yes Within 100 year flood boundary No )X Yes x , Depth of Naturally Occurring Pervious Material Does at least four feet of naturally occurring per ious material exist.in all areas observed throughout the area proposed for the soil absorption system? Ve5 If not,what is the depth of naturally occurring pervtotts material? :, Certification I certify that on 4 (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 requir7tniLxpertise and experience described in 3..10 CMR 15.017:- tur te Signa e Da Q:\.SEPTICVERCFORM.DOC LOCATION SEWAGE ERMJ.T NO. 46q %fLLAGE D3kti (l1c,- INS A LLER'S NAME & ADDRESS Q U It D E D OR OWN ER DATE PERMIT , I'SSU E D DATE COMPLIANCE ISSUED _I Y f.. � a to yacc, h azwR ON I f i ^M- No.._.. /.._ Fss... ..6..� _. THE COMMONWEALTH OF MASSACHUSETTS BOAR® OF HEALTH . h n.............0F....... /..cal ... . . .. .................. Appliration for Disposal Works Tonstrnrtinn ramit Application is hereby made for a Permit to Construct ( ) or Repair ( ) an Individual Sewage Disposal System at: ...... . Location:Addr or Lot No. ... ..... ........ --------- .............. . ... ner Address aL- _ .......... _ ....:......... Installer Address Type of Building Expansion Attic Size Lot............................ Garbage GrinderSq. (No) Dwelling—No. of Bedrooms_____________ -__-.__________ p (� — aOther—Type of Building ___ __ No. of persons_______________________ Showers f�) Cafeteria ( ) dOther fixtures •-•-----•-•-•---••------•--------------------•--....--.•----•---------•-•--•-----•-•------•......---------•-----•--------___......----•---..._••---•-- W Design Flow _-gallons per person per day. Total daily flow-------3_�Q_____________________gallons. WSeptic Tank—Liquid capacity/0-OA.gallons Length-----e.57-- Width:-/_0.. Diameter---!T_-�..... Depth_&_—��. x Disposal Trench—No. Width--A-1-M .__ Total Length.....................Total leaching area....................sq. ft. Seepage Pit No..................... Diameter....../.Q_."-. Depth below inlet.....Z-. ...... Total leaching area.er76C0.....sq. ft. Z Other Distribution box ( ) Dosing tank ( )' a Percolation Test Results Performed by--_____.__. L����________________________ Date___-'_al_`�� Test Pit No. L__._��___mmutes per inch Depth of Test Pit-_._12,, ___ Depth to ground water........................ 44 Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................ O Description of Soil_-••••-_----J6..... '-•-- ! ��7" ------•----•--------------------------- W --- --- .................................................... . 0 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 TIr.plZ 5 of the State Sanitary Code—The undersigned further agrees not to place the system in operation until a Certificate of Compliance has been issued by the boa of heal _ . Signed !f� Date Application Approved By_--.._.._ ! --- - ---- Date Application Disapproved for the following reasons:............................-.................................................................................. _ ....--•......................................•---------.....------•---•-•--•-----•--------••--------•-•----------------•----------••-----•--------•-•------------------•--••-•-_..--------•------------- Date PermitNo.......................................................... Issued....................................................... Date No...... .. ... .... •.1 FE$.. .r.�....��.......... y- THE COMMONWEALTH OF MASSACHUSETTS 1/90ARD OF HEALTH ......... Xppliration for Elis usal Works Tonstrnrtion "prruti# Application is hereby made for a Permit to Construct ( ) or Repair ( ) an Individual Sewage Disposal System at: � ............................................................... Location-Addr - -- or Lot No. ........... _ a 'l vx . _. _ _........________•__...._...... dr ......._______...___________........._..____ ner Adess •-------- .le.. .....--- ........ . ...... ------.....--•--•----- . ntarI Address UType of Building Size Lot............................Sq. feet .-� Dwelling—No. of Bedrooms.............3........................Expansion Attic ( Garbage Grinder 010) aa Other—T e of Building" -- Other—Type g ___________________________ No. of persons............................ Showers (� ) — Cafeteria ( ) d Other fixtures W Design Flow.6. _ ._gallons per person per day. Total daily flow....... ...3:Q.....................gallons. WSeptic Tank—Liquid capacity/91W.gallons Length-----s 7.. Width.V_bQ.. Diameter...� ,_-___ Depth. '__� x Disposal Trench—No. �Width-__ ! ... Total Length.................... Total leaching area....................sq. ft. 3 Seepage Pit No------_------------- Diameter....../�Q_..... Depth below inlet.....:6...._..._. Total leaching area.cZ.1 0_._..sq. ft. Z Other Distribution box ( ) Dosing tank ( ) aPercolation Test Results v Performed by........... ��d�°�-�..y-- ------------------ Date... Q:_ /-� d...... Test Pit No. 1.....a-eZA minutes per inch Depth of Test Pit----,12r__._.__ Depth to ground water________________________ f14 Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................ ODescription of Soil ....�-_.2..: `` `... '"',(. - --------............................ x c.� . `__/ __'__......--- -•------•----------------------•---•--------•-•------ ---•--------------•----•------•--------•----•-...---•----......:--•------- •• ................................................................. 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 TITS 5 of the State Sanitary Code— The undersigned further agrees not to place the system in operation until a Certificate of Compliance has been Js sued by t e boa of heal .. G-v._ Date Application Approved BY - . •-•--•-•--••......................... ........ _ .4 Date Application Disapproved for the following reasons:-------•-----------------------------------------------------------------------------------••--------•-••-•-•--' .......................................•----------------•----....---------------•---------•--------------••---------••----•--•--•••-----•-•-•----•-----•--•-----•--•----•-----•---••••......••--•---••' Date PermitNo........................................................ Issued............................ ......................... Date THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALT ........7-2. ..:..............,OF...... .......................... .................... I C�r if irate of f ompliFanrr THIS IS TO CERTIFat the Individual Sewage Disposal System constructed ( ) or Repaired ( ) by..................r-4!0-1-5, . ----------------- ----.. .----.... ..------. ...----- tal --- ................ ---- at--------••--•------- CJsd✓1 „ ----••-•-- - ---------••••......-• •••-----•----•-••------•-•---•-•••••--•••----•--•---•--•--•---------•••......-••--••-•--•-•---•----- has been installed in accordance with the provisions of TI r o�f/The State Sanitary Code as described in the application for Disposal Works Construction Permit No.- ---------------_ l_______________•___ dated .............................................. THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE SYSTEM WILL FUNCTION SATISFACTORY. DATE................................. . 1 �........................ Inspector....... 6 .......................................... THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH ! OF...... r �d id No.... �.. . FEE........................ �i��n�tt1 n�k� ��an atr�iaxn eruti� Permissionis hereby granted........ ............... •-•----•- ---------------------•-------------•............................................... to Construct ( 4_i5 •Repair ( ) an Indivi ual Sewage Disposal S st at No...............Gb7__.8�.........-'�. . .._.....-!'�-- Street as shown on the application for Disposal Works Construction Permit No..................... .Qated.._..._....._._................._.._...... ------------------------------------------ and of Health DATE---------------------...-•---••-••---•-••••••-••---•--..........-•-•-••---_..._. FORM 1255 HOBBS & WARREN. INC.. PUBLISHERS F A/'.IJ r 4•,4"�'P ' - !rt { 1 ' ' '_ rh } �i'ey.,t JtYY.t'4�,, 1'r.t•F,�g�••-� A ^-r�.5 4 h`. w_.�r .. .......,.....,.., ....-.......,..._._..�._. "E �� � t y. pewe, a ni +n'#'��#rKx �. f^'�;6< t w 1 a + ��� •e- .�� .;t,+ s R- 1' n�S� !,•.�,. 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'��j� yCp' t"� r4A✓t�� F`�'��.�77�`I''ty ry �- , s. - �tN .54�'l�� '� ' h- .x a c k �4 F1 ' � �.5•i' a �Y�71f' � r i rn� I t � `� j � 'c.���/'C fC• � '1 � r, :m,.0 r 4 �i��,,� xp' 7y* a ,mot g� `YaylFly.y,;fl/' ,�� ��.� '•t'M .i`h 1 s ®N'.`/ € .�0 yr,f'f~ �•, v_ xi - ra - j�F 4,i 6�xq 3k{i`?•�" '3�,.• ;'4`/ifrt 3 h t -i t6 t/��'♦/� , x �v ih� i �,.W '� �{k rlV✓t.�(l•j�+ dtr`"' 4 '4 1Yy '+ire FJ,t}rsh'i !✓,.e'� {;�-i' r '� + :ii ..'.:'�'�,�.+r •�, s �.X��'� , x�.. y. } t } 4'iw 9'Su�Yf` fib kt'$ - �, � '� — ,ta�,:Tl �,��at�•�r� "irk� F;; c t � r rr g6,��fr .. � � � ��&•, �"� E� �t5i -..��°�)�'+' �' b.,�it i. t:•_ rf , .. r _ x +,as fi. 1 �,et p. k 7 n t6 err blu:n `.� ,V�P 'ts���n q i r✓ a� ;, t, et�t� n [r ;tr E -.r.�"�i✓Y '4 ,t t* t:S n Hit#'d # ♦ .t ,'n 5 n�' �.,r S r y ��,e- " t7B,r,':` s fh 7C, IR' tt -r Stsr• '4 '7 s { 4' 1>� q 2'�i rX1,A Lyj,:•{'a ,2�afy°t 'a' Y' /i• tAll -ROBER'T! .� .i:'y xy '? •; BUNIKIS «N0.22162 "O >, ONAL ND YrFy Ik+`yy K,� - f h r5'..,'ktk rl i w.' y }�_... _ a � f 'v _ ,.., •r! i f; ��' 4> ws t r hrrr � Q a p CERTIFIED 'PLOT r LAN df 0 '!7y 3FQ Tg#, AELEVATI ;,... ®tt® gf n NOR ;ON r 66 !u1ift 0 OT ELEVA 1 0ON 0.0 i f v l=Jt` IEr' ®N`P�U R s 0 :,--BOARD OF - HEALTH ia a F AGENT SCALE: / g � DATE S 7­, ;,,' Ntr: r f -0E ENGINEERING CO. ICI ` CLIENT I CERTIFY THAT THE {��® T � N �n Ma ro �b E IS RE REGI3TERE® BUILDING SHOWN ®Ed T@�OS C1:V9L- ' LAN® CONFORMS TO THE ZON0NG . �r DR.®Y: <�?r F1 t 1 ✓ s , R� EER SURVEYOR OF ®ARNST ®�E , i�SRd C SY,� f'' ' r=' 712` MAIN ST. �H. 3 1 x P 5��� HYANNIS, MASS. SHEET L OF ` D TE EG. 'S610"I yARJ X, H67'e, c r1l Opt V AW77AA e V S 4*-oevy S r IAPOI V C 0 V40.4? S1Voq.L Z- a -=Ao OWN. jOITCAf vy 1 - el-f too 0 cc PSW P,/,v Z;,Rll vz J-VA Y- e�R ca V.=- ,qp C4,dFAAI -5'AAI0 a a -AYER 7 7 7 Y I I p I dO-CA$ 0 CAL. WASMCF-O 57ONZ DIS7. Vq'poq Pr, SefirrIC rAtvl< a 0 0 0 0 ( - 411%; 0 0 0 OF �=C7 -G =,=, -/V"rr v 0 0 A,007-," 0 0 0 0 0 01 0 00 0 0 1 0 0 0 0� 0 0 0 1 sob a Q, 0 0 a 0 0 0 0 a 1 PMECAS r SASMOAPag' pa ip 10 0 R17 OR ZVZ11 V. a /N MISR 7- A 7- 9&IIJ-,D IM& t--lelf hV44ET ".P71C aurLE-r szp-rlc 7-Avpc s Fr 9 Yl.1p GROuVD PWA7ZIT TALEINLET 4PJ57)?/,0&710,V BOX-,P7 -94EC7-10A, OOc-- OurLerpl 5-MI,8jrr,,Ov BOX F7 /A-*4,ET LEACHIM40 jOc='17' p r SEAVA046 01SAOSA 4 SKS71AFM 7AX&AI.ATZOH DRSAW CRO TER 1A JCALZ -ROA 6,EPISAP05A J-ZAV 17 v so//- Z-00 SOIL MS7702 AIUMj9ZP � 40ACMIIVC P/73—' .1012-, g--Q. S/OE 4&ACNjfVC, PEA R,'-r �Ek 00 rro^l AaqcNhVc,plerM pr, 7-Lot I'd C�4 - - -!L" LeACHINC, A oq,&A z:c 40;�7 rwmi d rlam RA710 3,0? JR55,9RYS 4,S4CM-MIS AREAA-0A.- S40. A 7. e. T, C-11-.7 j 1-5 R R T, OBERT, JJN AVG "find- uui,5� e�p Fit P't r,-s, AM'* 5 J { LEGEND cS�P� 3000��� \ PL �a a g `PROPOSED CONTOUR 98 PROPOSED SPOT GRADE LA EXISTING CONTOUR + 96.52 EXISTING SPOT GRADE W— EXISTING WATER SERVICE rc I ® TEST PIT in 1 - - 150. 00 ft � 102 a 108106 104/ 100 I LOT T g J _.I -_ / / / / I98 I AREA — 15000 sf + , I� LOCUS MAP N.T.S./ / 1/ 106 - // / i / GENERAL NOTES: ---------- �",� / / ` z 1.1 ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL 41 \\ / WBOARD OF HEALTH AND THE DESIGN ENGINEER. W /�♦ ) / I j /1 O W 2. ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS O = y ♦ / I I / 1 O ) OF THE STATE ENVIRONMENTAL CODE, TITLE V, AND ANY APPLICABLE O 0 O CD I O Q LOCAL RULES AND REGULATIONS. (� �/ / / I / 1 O a 3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR O 1 _ _ V O �x / / AS � TO INSPECTION AND APPROVAL BY THE BOARD OF HEALTH -AND THE I n1 _r) � / / /G A TI1 y O DESIGN ENGINEER. -r7 i / / i 96 4. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING 104 Cn 2 Z / / / / / FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN \ /l ♦/ C ft I/ ENGINEER BEFORE CONSTRUCTION CONTINUES. E ♦ LLJ 5. ALL ELEVATIONS BASED ON ASSUMED DATUM. TH 1 TH-2 ,c_ NE / / � 6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF ♦ / 25' � y__ / / � THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION. 1 0 -J ♦♦♦G / / O 7. WATER SUPPLY PROVIDED BY TOWN WATER SERVICE. I - 1 1 I 8.'ALL AREAS DISTURBED DURING CONSTRUCTION SHALL BE RESTORED 12 ft / pR��ENE // / // 194 TO A CONDITION AGREED UPON BETWEEN OWNER AND CONTRACTOR. e� W ,,--—-=- / / / I 9. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE �O�r� A Y // I/ THE LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING CONSTRUCTION. 10, EXISTING LEACHING PIT TO BE PUMPED, CRUSHED AND FILLED 10 2 L - N ♦ / _ --—-- - // / 1 11. 48 HOUR NOTICE FOR ENGINEER CERTIFICATION 12. THIS PLAN IS TO BE USED FOR SEPTIC SYSTEM PURPOSES ONLY 100 -'� --___-_ ---------- /� ♦ I AND IS NOT TO BE CONSIDERED A PROPERTY LINE SURVEY / 98 ��/ I 13. INSTALLER TO PLACE 40 ml POLY BARRIER AS SHOWN -TO PREVENT r 150.00 ft BREAKOUT. PLACE FROM EL. 99.16 TO EL 97.0 -----••_ 96 / J OF �- -------- _ :_ MAss� BENCH MARK 94 , DAf EN M. TOP OF SEPTIC TANK M. 114 ELEVATION - 100.60 , BARNSTABLE GIS DATUM siE�� PROPOSED SEPTIC SYSTEM UPGRADE PLAN SAN I TAR\�`� i, 68GUNSTOCK ROAD, OSTERVILLE, MA - MAP: 121 Prepared for: Joan Whiteley SURVEY REFERENCE: LOT.099 Engineering by: Surveying by: SCALE DRAWN JOB. NO. DEED BOOK:13017 DARRENM.MEYER,R.S. Boo-Tech Environmental 1"=20' DMM PLAN OF LAND BY ROBERT G. McGLONE, PE, PLS PAGE-299 PO BOX981 (508) 364-0894 i STSANDW/CH,MA02537 DATE CHECKED SHEET N0. EA DATED: DECEMBER 1, 1972 508-362--2922 02/16/07 DMM 1 of 2 i P , 1 D j ELEV. TOP' FOUNDATION ' (Existing) = 104.51� FINISH GRADE= 103 — 101.5 Q �F.GEL: 106 — 102 F.G.EL: 103 F.G. EL: 103 MAINTAIN 2% MIN SLOPE OVER LEACHING AREA COVERS TO WITHIN 6 OF GRADE :v 2" OF 3/8" DOUBLE i , .• . L = 25 a ". WASHED STONE 3/4" — 1-1/2" DOUBLE WASHED STONE 4" SCH 40 PVC d L = 5' 4" SCH 40 PVC 1 \F7T =2% ®®®® O ®®®®10"t ® S= 1� (MIN.) ® S= 1 ®®®®®®®®®®® e MIN. A: IN.) TEE'S ARE TO BE14' ( )4' SCH 40 PVc 2 EFF. DEPTHINV.99.44 INV.99.30INV.99.13GAS _ 4' 2 X 8.5' 4' EXISTING OU BAFFLE PROPOSED DB. 3 j r H-10 °DISTRIBUTION BOX EFFECTIVE LENGTH = 25' 1 Am& •:.. INV. 99.69 EXISTING 1000 GALLON SEPTIC TANK INV. ELEV.= 99.0 GAS BAFFLE TO BE INSTALLED ON NOTES: 1) CONTRACTOR SHALL VERIFY ALL EXISTING BREAKOUT OUTLET TEE AS MANUFACTURED BY PIPE INVERTS PRIOR TO CONSTRUCTION ELEV.= 99.16 2) D—BOX SHALL BE SET LEVEL AND TRUE TO TOP CONC. ELEV.= 99.75 TUF—TITE, ZABEL„ OR. EQUAL GRADE ON A MECHANICALL COMPACTED SIX INV. ELEV.— 99.0 •®®' O •®® i INCH CRUSHED STONE BASE, AS SPECIFIED IN — ®®®®®®® . s 310 CMR 15.221(2) ®®®®®®® 3) REPLACE EXISTING 1,000 GALLON SEPTIC BOTTOM EL.= 97.0 ®®®®®®® TANK WITH 1500 GALLON SEPTIC TANK 4' S FT. 4' IF FAILED, DAMAGED, OR UNDERSIZED. 4) INSTALL INLET & OUTLET TEES AS REQUIRED SEPARATION 5.8 FT. EFFECTIVE WIDTH = 13' i SEPTIC SYSTEM PROFILE BOTTOM OF TESTHOLE EL: 91 .2 _ SOIL ABSORPTION SYSTEM (SECTION) N.T.S. (500 GALLON LEACH CHAMBER (H-1.0) LOADING) SOIL_ LOGS DESIGN CRITERIA ' �2 NUMBER OF BEDROOMS: 3 BEDROOM DATE: FEBRUARY 9, 2007 J SOIL TEXTURAL CLASS: CLASS I i SOIL EVALUATOR: DARREN MEYER, R.S., CSE DESIGN PERCOLATION RATE: <2 MIN/IN WITNESS: DONALD DESMARAIS DAILY FLOW: 110 G.P.D. 3 HEALTH AGENT DESIGN FLOW: 330 G.P.D. GARBAGE GRINDER: NO Elev. TH—1 Depth Elev. TH—2 Depth w � � —� LEACHING AREA REQUIRED: or 103.20 0" 103.25 0" A SANDY LOAM A SANDY LOAM (330) = 445.94 S.F. ' 10YR 4/1 10YR 4/1 .74 i y 102.45 B s' to2.42 B to" USE ONE (2) 500 GALLON PRECAST LEACH CHAMBERS I ;OOAYMRY SAND OAYMR-SAND WITH 4 FT. ON SIDES & 4 FT. ON ENDS: 25'L x 13'W x 2'D 100.7 Cl 30" 100.58 Cl 32" BOTTOM AREA: 25 X 13 = 325 SF SIDE AREA: (25 + 13) X 2 X 2 = 152 SF PERC ®99.40 TOTAL SQUARE FEET PROVIDED = 477 vs 445.94 REQ'D �t � OF D. iREM , PROPOSED SEPTIC SYSTEM UPGRADE PLAN # MED. SAND MED. SAND YE 6.8 GUNSTOCK ROAD OSTERVILLE, MA 2.5Y 7/3 2.5Y 7/3 � ` " No. 1140 Prepared for: Joan Whiteley . � ERc�O Engineering by: Surveying by: SCALE DRAWN JOB. NO. 91.20 144" 91.25 144" S DARRENM.MEYER,R.S. Boo—Tech Environmental N.T.S. DMM ANI TAR� Poeoxsar i �` PERC RATE <2 MIN/IN. ("C" HORIZON) PERC RATE <2 MIN/IN. ("C" HORIZON) 6� (508) 364-0894 DATE�J (/� EAST SANDWICH,MA o2537 CHECKED SHEET N0. NO GROUNDWATER OBSERVED NO GROUNDWATER OBSERVED 5os-3622922 02/16/07 DMM 2 Of 2 I