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HomeMy WebLinkAbout0290 SANDALWOOD DRIVE - Health . 290 Sandalwood Drive lr�cotuit - - - ---- - �-�—__ A= 025 - 049 Cb� +a f f 1 P/ISMEAD No. 10339 smaad.c®m o Made in USA �GXctFo� I } op� Town of Barnstable n# 3 Department of Regidatory Services > u F Public Health]Division Date 200 Main Street,Hyannis MA 02601 Date Scheduled / �� ( p° Time - Fce Pd. I 0(� "' ►soil Suitability .A.ssessmentfor Se age lisposai P Witnessed By: Performed By: �.� LOCATION& GENERAL Mi ORMA"ION Location Address Z'0Sd/.(17�t_I.�pn� `�(Lt Owner's Name (JUu�tt�v 'co4u 1-r Wt -a (�4(IJJYd}t)R tT Address (4-6 $aJTti- (fi n h\S Assessor's Map/Parcel: p Z"Sp 49 m0 t Engineer's Name c- ? &Vv � p NEW CONSTRUCTION REPAIR n E t s s Kav Telephone# Land Use / ^ / /// //�, Pz.- -soyV 01 a oo.C_0 ri" y V6 b�C l y f(����y"/P Slopes(%) ���/ Surface Stones y j �� Distances from: Opeen��Water Body 2CIUOvt ft Possible Wet Arca f< Drinking Water Well'�y ft J`CTT it Drainage Way 4,4Z4 ft Property Line /� P Y ft Other ft 1 ' l SIMI TCH:(Street name,dimensions of lot,exact locations of test holes&Pere tests,locate wetlands in proximity to holes) pp t G.� `J k lb e Z S YMLE-b�"�— b 4 /D0 , a '`l. d �7g'y) ��.rL vt_1 G AAI LO - per`"'ZJA Parent material Lh` �i S�N� � �_ (geologic' Depth to Bedrock • -,t Depth to Groundwater. Standing Water in Hole: � Weeping from Plt Race (���� „• „� Estimated Seasonal High Groundwater > 00 �P ��¢ � �pL�iQ �D ��7^00 a!Y�(P ', t wt "'YO 61Z a-,.v07 z 4agt-- Qla✓ S f3. ,? ,d DET 1 RMINATION FOR SEASONAL HIGH WATER TABLE Method Used: -/-, @.. /O—(9—ee Depth Observed standing in obs.hole: In. Depth to soil Inottles: Depth to weeping from side of obs.hole: NO Itt, Groundwater AdJusitnent Index Well# Rcadin Date:�_ g .. .�! Index Well Icvel�� AdJ,factor„� AdJ,draundwuter Level,.,,_>2d -� Observation PEIRCOLATXON' T,ES7C outer-�?��Ttutu i/��r Z Hole# Z4 6 Tinto at 9" Depth of Pero �� ���°'/ L�d 7i-Z" Time at 6" Start Pre-soak Time @ ��'-ZU ��/ / Time(9"-6")7 End Pre-soak ZG l9/17� Yf � Rate Min./Inch 2� Site Suitability Assessment: Site Passed Site Failed: Additional Testing Needed(Y/N) 14 ' Original: Public Health Division Observation 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. Qs\S EI'TIC\PERCFORM.DOC IDEEP•OBSERVATION HOLE LOG Hole# / Al ?B. Depth from Soil Horizon Soil Texture Sdil Color Soil• Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones;boulders. Consisten�w, 'Gravel) f Cr-4 /_ io y� ¢ 3 32• �✓ �d8 . a= (S'oY 0-Z *IW7 r i DEEP OBSERVATION HOLE LOG Mole# Depth from. Soil1lorizoti Soil Texture Sol Color <,Soil:: Other Surface(in.) (USDA) (Munsell).,; Mottling` (Structure,Stones,Boulders. Consistencv.fir,Gravel) e Y 9a/�J /o r2 s r DEEP OBSERVATION'H= 'OLE LOG Hole# Depth from. Soil Horizon Soil Texture i Soil Color Soil Other Surface(in.) (USDA) ! (Munsell) Mottling (Stricture,Stories,Boulders. Consistency, gQrevel) } } DEEP OBSERVATION HOLE LOG Hole It Depth from Soil Horizon Soil Texture" Soil Color Soil Other Surface(in.). (USDA) (Munsell) Mottling (Structure,Stones',Boulders, Consist n V.%Qraye y Flood insurance Rate Man: _ Above 500'year flood boundary No— Yes Within 500 year boundary No Yes _ Within 100 year flood boundary No., Yes 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? S If not,what is the depth of naturally occurring pervious matarlal? Certification I certify that on �"� 9�(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 trainin ,exp rtise a d ex erie. e described in 110 CMR 15.017... Signature Datb I , i 1 ' Q:)S,BP'rIC\PLRCPORM.DOC TOWN OF�BARNSTABLE I:OCATION (� ��1�Gt�cirs�J I��1�� SEWAGE# ) VILLAGE C 0-vt ASSESSOR'S MAP&PARCEL INSTALLER'S NAME&PHONE NO. SV e�V^r`t �1 S�6S— SEPTICITANK CAPACITY 0-00 LEACHING FACILITY.(type) (size)" NO.OF BEDROOMS OWNER J--1,)V31' 4V et 6 l 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 facilio Feet FURNISHED BY l7 j`rt f' Lf Sl L L LZ O 6 WT- 771 z N. r >/ C / lQ , Fee is THE COMMONWL�ALTrH_OF MASSACHUSETTS Entered in computer:PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS 0(ppliLation for MispoBAY *pstrm Construction permit Application for a Permit to Construct( ) Repair Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components Location Address or L NOcV 0 b Owner's Name,Address and Tel.Noio) a C' Assessor's Map/Parcel 0,15 (jam' installer's Name,Address,and Tel.Nc(4_ � _$� "' Designer's Name,Address,and Tel.No. G..qc�. �UP✓ /.S S ems`' �Ji �S wr _i 1 lsb5b Type of Building: Dwelling No.of Bedrooms Lot Size /T sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures �` c Design Flow(min.re uired) � gpd Design flow provided �D gpd Plan Date o. o���cab�a Number of sheets o2 Revision Date Size of Septic Tank Type of S.A.S. bLS �L Description of Soil /�ba P'� �vn (P l 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 o t e wironmental Co a and not to place the system in operation until a Certificate of Compliance has been issued by this Boar of Healt . Sign 4 Date Application Approved by Date Application Disapproved by Date for the following reasons Permit No. p� �. �� f'p Date Issued l No. %X�� / } Fee THE COMMONWEALTH'OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS es 21pplication for Misposal *pstem. Constriction permit Application for a Permit to Construct( ) Repair Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components Location Address or Lo No47 Owner's Name,Address,and Tel.No. Assessor's Map/Parcel 3,95 6 T Llb/ /"5'� VDU�-A Ins. er' Name,Address,and el.No( ������- ``�iSf Designer's Name,Address,and Tel.No. 7 Type of Building: Dwelling No.of Bedrooms G Lot Size /35 �,sq.ft. Garbage Grinder( ) Other Type of Building %(✓gn`///l No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) G��0 gpd Design flow provided gpd Plan Date W� Ia At )042 Number of sheets Cl? Revision Date 9/i2 P�.Q�7 �Q!�J -O��� Size of Septic Tank Cqw ��/�SJ"i� Type of S.A.S.2S1sd���� o�.�, (,Jee�f //, Description of Soil 9 Nature of Repairs or Alterations(Answer when applicable) 612116> t Date last inspected: Agreement: t� The undersigned agrees to ensure the construction and maintenance of the aforeAescribed on-site sewage disposal system in accordance with the provisions of TABoar ;of pHealt onmental Co an t to place the,system in operation until a Certificate of Compliance has been issued by this Sign. Date / Application Approved by Date Application Disapproved by Date for the following reasons Permit No. aG I O` ^ �'7 l0 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 IL at �6 / /!J{ �Utas been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No r)013 -� 9 4 dated �- Installer /c� 1-4 S,DE!*�*jl Designer G. SU.f'v #bedrooms O Approved design flow G gpd The issuance of this permit shallnot be/construed as a guarantee that the system w' functio esigned. Date U/d}// Inspector --------------- ------------------------------------------------------------------------------------------------------------------------ �► -a� _ - - Fee No. ' THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS Misposal 6pstem Construction permit Permission is hereby granted to Construct( ) Repair Upgrade( ) Abandon( ) System located at`/-(:4 15 5�� /v �� /!�� <fb�o- /- a 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 within three years of the date of this Cb Date )ompleted ) 33 D.- Approved Town of Barnstable Regulatory Services a� Thomas F. Geiler, Director BARNsrA6LF. MASS. Public Health Division � 163.q• ��0 ATE0 Thomas McKean,Director 200 Main Street, Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Installer & Designer Certification Form Date: Z 0 (Z Z r�-- L 3 Designer: �kS 6_0V_ G� Installer: O J Address: �g� 17 Z� Address: 15 < et 'a On was issued a permit to install a (date) (installer) - septic system at'7i90 St,�p,4L.Ac (OtA ��"1<t based on a design drawn by (address) �✓�� ��kl2T�] Tr, dated Z- ZZ- ( Z , (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. 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. r �H OF 4fq 9 �o DAVID cyG� stapler's Signature) o D. T, FLAHERTY,, JR. N No. 1211 0 &01srt�� S'�NI Ti�i21A (Designer s Signatur x (Affix Des-iVV Ts Stamp Here) PLEASE RETURN TO BARNSTABLE PUBLIC HEALTH DIVISION. CERTIFICATE OF COMPLIANCE WILL NOT BE ISSUED UNTIL: BOTH THIS FORM` AND AS- BU7ZYCARD ARE RECEIVED BY THE BARNSTABLE P LIC HEALTH DIVISION. THANK YOU. Q: Health/Septic/Designer Certification Form C TOWN OP BA MIST ME P, LOCATION d'70' S,®rq _wood le, SEWAGE # VILLAGE 'Off . r /` ASSESSO;Tt'S MAP & LOT INSTALLER'S NAME & PHONE NO._ ,� � drs ` ���~����®er _ SEPTIC TANK CAPACITY ot�le�65- P / LEACHING FACILITY:(type) �-k/ —(siZe)_ y� NO. OF BEDROOMS PRIVATE WELL OR PUBLIC WATER /i"q 0 B llER OR OWNER _ DATE PERMIT ISSUED: DATE 'COMPLIANCE ISSUED: VARIANCE GRANTED: Yes No I L � ®o 6 iD I l �1 BOARD OF HEALTH Irrmit 5ev,el q 0THE COMMONWEALTH OF MASSACHUSETTS ( J is hereby made for u Permit to Construct ( k) or Repair ( ) an Iod6/kioal Sewage DisposalSystem at: L-c�-T :l~ ion-Address = Lot m" Address Installer Address _ � T�� � Bo��e Size '^ ~ � . \ - ----' Dwelling--I�o. c6 Bcdr000�y..��'����l����������...�zouou�n� Attic �J8� Gr���c (V�� � 04 Other--Type of Building ------------- No. o6 persons............................ Showers ( ) -- Cafeteria ( ) 04 Other fixtures ~� ----------_-.'' ----.------.-..-..---------_------------- Dco�n _A���� - Totaldaily flow._' -.__-_....... . Septic Tank—Liquid Diameter-.--_- Depth................ � Z Other I)istouutmu box \7(% ~~ Percolation Test Results ���ocou�� �� -' Date---- Test Pit Na /-..4��--minutes per inch Depth of Test Pit...�K........... Depth to ground � Test Pit No. per inch Depth of Test Depth to ground water'_—__-.- -_ ----_''----'-.---.__- '- Nature of Repairs or Alterations--Answer when ----------------_.---_---_.__________ ---------'-'---------------------------'----'----------'--'------'-----'--------- Agrecn/rnt: The undersigned agrees to install the uforedeacribol Individual Sewage Disposal System in accordance with the provisions of'iITAIE 5 of the State Sanitary Cod The ml i agrees not m place the system in operation until u Certificate of Compliance Sigocu _______.__ __________.____ | ~- "*" | Aool�atioo /�onrnved 8}c------ - -_____.______________ ____�_��9���7n.^�..��_ - _ v"= Application Disapproved for the following reasons:.............................................................................................................. _ ------------------------------`--------`-`-----`------------------------------------'----`------ u"t e � | Permit � � b , Y 1 L \ \ L . _ No.... . ................. THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH Appliratinn for Ui-gpaa l Works Towitrnrtinn amit Application is hereby made for a Permit to Construct ( ) or Repair ( ) an Individual Sewage Disposal System at: ............................. ___-__•-•-•-•----�'_'...•�—.'-^--•-•_-^__-____•_••-----••---. -�3tion-Address or Lot No. Owne .......L._:.. ...._ Address... •,_ C t Installer � Address Type of Building y Size Lot__ Dwelling—No. of Bedrooms. ..t_c r �:� � -....Expansion Attic Garbage Grinder aOther—Type of Building ............................ No. of persons............................ Showers ( ) — Cafeteria ( ) Other xtures W ---.: ........................................... .aV. � . ......_................ .------------------------------------------------------------- _______-_______-_---. Total dailyflow .......................gallons. De > n Flow.......: Q .._ _._._ i _ gallons er' ' _ W - .A WSeptic Tank—Liquid capacity-2_ Ions Length.._."........ ... Diameter---------------- Depth................ x Disposal Trench—No..................... Width.................... Total Length.................... Total leaching area....................sq. ft. Seepage Pit No_______ _____________ Dlan3eter......?..::_--------- De th below inlet.._€..P_........... Total leaching area_•2:2. ___sq. ft. z Other Distribution box 6�; Dosing,tank Percolation Test Results Performed by..l_-----------K.. .: ...t ......................................� a ,.-I Test Pit No. l.... ......minutes per inch Depth of Test Pit__6 w...__........_ Depth to ground water)4. 44 Test Pit No. 2_ ! ......minutes per inch Depth of Test Pit.._'.—rE........... Depth to ground water........................ P4 •_-- O Description of So>1 E „� C'' _' '� , U -f--- •••• ------- .._••••• ----'_• ........................ ... .....•••. e r� UW �.............................-__�:_...�..a., e_s. .�°_�.___ ______________________ _____________________________________________________________________•__-___........ 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 TIT12 5 of the State Sanitary Code—The undersign further agrees not to place the system in operation until a Certificate of Compliance has been sued by the bo4,d�of health. Z _ r ---- Date Application Approved BY ' • -------= . Date Application Disapproved for the following reasons------------------•------------------•------------------•------•-----------------•---•--•--•••--•-•------__-•-- _......-••-----'-----•----------------•-----•---.....--------••-•-..--•------....._.._._.......--'---•-----------------•---•-----•---------•---------••---------------•-...---------------••---..__.._.. pp Date Permit No......0./.."--•--t�-7.-----•-•--••-...-•-..... Issued-....................................................... Date THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH .........../....L° %!'?-..............OF........... .....................✓-............................................ Tarrfif irat a of fwOntphattrr T�H.IS-S T-0-,CERTLEY, That the Individual Sewage Disposal System constructed �S) or Repaired ( ) by.. - = ....:............ :.•:=�-••: .= ...••••......---------....---.........---'-......-•--••-••---•••-•••--•-•---•---•-••-•-•-•-'---•-............---•-••--•--- Installer ------------•--------------- has been installed in accordance with the provisions of TIT 5 of The State Sanitary Code as described in the application for Disposal Works Construction Permit No.......e.5------ ......... dated................................................ THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUE® AS A GUARANTEE THAT THE �f SYSTEM WILL FUNCTION SATISFACTORY. f1 DATE................................................................................ Inspector.......................................... THE COMMONWEALTH OF MASSACHUSETTS ,r- I BOARD OF HEALTH 1C G�L OF.. �l. --y No...U_(^/._-- FEE r Dispoiial_ nr4i Tn• n, #rt in_n, Fermi# Permission is hereby granted--••- l:, �-` = ==, �,l}'ti ' ' to Construct (X) or Repair ( ) an Individu 1 Sewage Disposal System atNo................... _ _7.. •-••-'•-• . .��_::�� � ........ �✓-------------------- � s = Street t as shown on the application for Disposal Works Construction hermit No..� _10. __ Dated................... ...................... Board of Health { DATE.-------711�..Z FORM 1255,HOBBS & WARREN, INC., PUBLISHERS `�`\ tom'^•.,. ,LOCATION SEWAGE PERMIT N0. VILLAGE INSTA LLER'S NAME & ADDRESS ' B UILDE R OR OWNER DATE PERMIT ISSUED-` DAT E COMPLIANCE ISSUED /��7 . r d i / 1 17 1 6 /e �-/ 5-9 >� G LOT 2 COTUIT : 1. . fi PARCEL` ID: • {' CB/DH N82°45'49"W 049 002 , 6 025 131.7 / / h 2 IP 290 SANDALWOOD DRIVE LOT 1 Ro z PARCEL ID: TBM: �\ IiTF , / 025/049/001 `30 O� COR. CONC. \ AREA=139,825t S.F. EL.=78.71' I ABANDON 3.21 ACRES WOOD'S S.A.S. PER 2,000 GAL. d. ON FILE: BLD DEPT. TANK TITLE 5 M _♦ TEST PIT #4 W - W ' (TO REMAIN h , 100 AT LOW SPOT E ABC ABC ELEV.=64.0 10/19/88 rrrrrr rrrrrr rrrrrr rrrrrr rrrrrr rrrrrr rrrrrrrrrrrrrr LOCUS MAP rrrrrr rrrrrr rrrrrr rrrrrr rrrrrr rrrrrr r.r.rr.iiirr.., SHED 19 ELEV. BAXTER & NYE ;BED. LIM BED. BED. Ofb. YriJ. -BED.- BED.A . 64.0 ii iii � _ '_ LOCUS INFORMATION RICH FOREST E �� i i HALLWAY HALLWAY iii ; 57.0 r- 13 0 15. ' PLAN REF: 457/4 ` LOAM r _ "; * . �. TITLE:REF: 6613/300. r r/ RIM= I I VENT PARCEL ID: MAP 25 PAR. 049/001 62.0 LNDY NDY IN ZONE n W ,ATH T.O.F.=79.00 FLOOD ZONE c SANDY BAT SUB- ri rrrrr.rrirrrrr rrrrrrrirrr rrr r r r r r r r.r r r r r r �� r r r r r r r r I• NEW I I 78 S COMMUNITY PANEL: 250001-0021-D DATED:07/02/92 SOIL r rrr �' 'r' 1;A00 GAL. I 60.0 ii iii ii iii t 'TANK SANDY r „ ,,r ,, ,r.r a (H2O) I F -� I of :. o SEPTIC SYSTEM TILL 3 %% KITCHEN ~ KITCHEN''' Y I �? N REPAIR PLAN. rr rrr rr rA J 58.0 Y rr rrr rrr a �I a LOCATED AT:BOT. NO WATER Q r� rrr #290 it rrr ', RIM= -� (n - rr rrr rr r,ir 78.38 � rr rrr � rr rrr ,� DINING ;;; SANDALWOOD DINING I MP o` . 290 SANDALWOOD DRIVE ROOM DRIVE ;; ROOM ;; �r COTU I T, MA. PREPARED FOR L —L � 5 .0' `° BARNSTABLE HOUSING o :: AUTHORITY 78 78 �TMZ FEBRUARY 22, 2012 SN OF lygss 1 f PARKING ',. jg 5.0' __. _.,_. �P_I"OF ssq o�� E Dq�yG . 1 DWAR I, PARKING — — — — AREA L �o` p' t ctic o� A. _ AREA I I I I I• I S n;,1� I I I I I I I i I wooDs KLAH w 21 I I I , <s I I I I I I I I I I I I o SG'STER � I I I .� gN17 1 • _ I _ I J I L L_ — - 1 - -I— _1 - o - L E. A. S. SURVEY, INC. 141 ROUTE. 6A A n GRAPHIC SCALE SALT POND BUILDING. o . 10 , . . 20 40 P.O. BOX ,1729 �.. ,. •- .,. SANDWICH NDWI r I ( W FE ) � ET BUS.(508)888 3619 CELL:(508)527-3600 S S 4 'fir- i inch _ 20 ft. I . . SHEET 1- OF:.2 J 1407 TOP OF FOUNDATION -• 4• SCHEDULE 40 P.V.C. 2" LAYER OF g ELEV.= 79.0' ' `,x MIN. PITCH 1/8" PER FOOT PROFILE`- 0 CAST IRON 1/8" 1/2" VENT 180 COVERS TO GRADE SEWAGE DISPOS(NOT TO AL SYSTEM DOUBLE WASHED STONE • OR FILTER FABRIC REQU.. = 78.66' EL= 78.6' .. _ _ _ ................,..... ....:.....,..:� .... EL 78 6' EL 78S.: EL 78.0 XIST >� •• .. ., :��rattit ADD ADD ADD > .. ::::..............'c ie::i: ::::::::::::;;;;;;;;;;:;;;;::;c:;turtt::;'ii:: ;:�:::::;;. RISERRISER ..., .............. .. ..... COVER COVER RISER COVER RISERCOV CONC. INVERT I ` EL= 74.86 RISER' & LEVEL EL= 12.0 5.5 �!� 1D O1'� RA J° 5.0' V AREA W BE S4 M LIEU Of THE: S MAGI W EL= 74.75 COVER FOR 2' �� ; Auor� err TIE EXISTING PIPE 18.0' V S= 02 -J - ALL FLOW LINE 3.0' S=.o2 .0' S=.o1 + _ EL.= 73.0� -�T T ENDS FLOW LINE o 0 NXISTT 110" 14" INV.= 10" " INVERT INVERT c o o ° 0 0 Q o L Q pm o o p EL=74.2 MIN. 73.41 1 14 EL= 72.65' 6 SUMP EL-72.40' ° 00 0° o° ADD MIN. ADD o o � 'Po � � EXIST. 4 BAFFLE PROP.GAS4 GAS s' BASE OF MECHANICALLY pcp pp p 0 °(b °°' EL= 70.0 BAFFLE COMPACTED SAND INVERT EL .68.58' INVERT PROP. 'DB9EL=73.66' 33 EL= 73.08 40 8.5' 4.0DISTRIBUTION B" BASE OF MECHANICALLY BOX (TYP.) EXISTING COMPACTED SAND 67.5' PROPOSED 7-500 GAL. (H-20) DRY WELLS (4'-10" X 8'-6" X 3'-0" o (TO REMAIN) ) 2,000 GALLON TANK. 1 ,000 GALLON TANK � 3/4" TO 1-1/2" DOUBLE WASHED STONE SOIL ABSORBTION (TRENCH FORMATION) ci n (H20) (H20) SYSTEM (S=:A.S ) 13' X 67.5' (BAXTER & NYE TEST HOLE 10/19/88) I CERTIFY THAT I AM CURRENTLY APPROVED BY THE DEPARTMENT OF BOTTOM OF . TEST HOLE #4 ELEV.= 58.0' _GENERAL NOTES ENVIRONMENTAL PROTECTION PURSUANT. TO 310 CMR 15.017 TO CONDUCT (NO GROUND WATER SOIL EVALUATIONS AND THAT THE ABOVE ANALYSIS HAS BEEN PERFORMED 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P. BY ME CONSISTENT WITH THE REQUIRED TRAINING, EXPERTISE, AND EXPERIENCE TITLE 5 AND THE TOWN OF BARNSTABLE RULES AND REGULATIONS DESCRIBED IN 310 CMR 15.017. 1 FURTHER CERTIFY THAT THE RESULTS OF MY FOR SUBSURFACE DISPOSAL OF SEWERAGE. SOIL EVALUATION, AS INDICATED ON THE ATTACHED SOIL EVALUATION FORM, DESIGN DATA 2. ALL ACCESS PORTS OVER TANK TEES SHALL BE ARE ACCURATE AND IN ACCORDANCE WITH 310 CMR 15.100 THROUGH 15.107. 8 NUMBER OF BEDROOMS.........N_ ACCESSIBLE WITHIN 6 OF FINISH GRADE. - 3. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE r GARBAGE DISPOSAL..................--NO- CAPABLE OF WITHSTANDING H-10 LOADING UNLESS THEY ARE TOTAL ESTIMATED FLOW UNDER OR WITHIN 10' OF DRIVES OR PARKING AREAS THEN THEY EDWARD A. STONE, CERTIFIED SOIL EVALUATOR - 880 MUST WITHSTAND H-20 LOADING. IN LIEU OF C110 GAL./BR./DAY X 8 BR.) - -- SEE PAGE 1 2 COMPARTMENT 4. THE EXCAVATION CONTRACTOR SHALL VERIFY THE LOCATION 6 TEST PIT RESULTS: P#1 3J54 TANK USE EX X 2009� G DAYS)- 1760 GAL OF ALL UTILITIES PRIOR TO ANY EXCAVATION. RICH TEST PIT g4 USE EXIST. 2000 GAL. SEPTIC TANK (2000>1760) 5. ANY MASONRY UNITS USED TO BRING. COVERS TO GRADE !LOAMEST AT LOW SPOT OGPD X 1 00% (1 DAY - 880. GAL 820 OR WITHIN 6" OF GRADE SHALL BE MORTARED IN PLACE. - ELEV.=64.0 SOIL TEST DATE: FEBRUARY 17 $$ 2012 ) 6. FINISH GRADE SHALL HAVE A MINIMUM OF 2% GRADE 10/19/88 INSTALL 1000 GAL. SEPTIC TANK (1000>880) OVER THE S.A.S. AND DISTRIBUTION BOX. SANDY BAXTER & NYE B.O.H. AGENT: DON DESMARAIS 7. SEPTIC TANK SANITARY TEES SHALL BE CONSTRUCTED of SUB 517E PLAN SOIL EVALUATOR: EDWARD A. STONE INSTALL: 7-500 GAL. .(H20)DRY WELLS (W/4' CRUSHED STONE SCHEDULE 40 PVC AND SHALL EXTEND A MINIMUM OF 6 ABOVE 60.0 BACKHOE: I RODNEY FISHER ON THE SIDES, 4' ON THE ENDS) THE FLOW LINE AND SHALL BE ON THE CENTERLINE AND SANDY LOCATED DIRECTLY UNDER THE CLEANOUT MANHOLES. TILL I SOIL CLASSIFICATION................ 1 _ 8. THE INLET PIPE INVERT ELEVATION SHALL BE NO LESS THAN 58.0 DESIGN PERCOLATION RATE.....52_M&.,/1N- 2 INCHES NOR MORE THAN 3 INCHES ABOVE THE INVERT BOT. NO WATER TH 1 EL.= 78.8 ! EFFLUENT LOADING RATE......... ELEVATION OF THE OUTLET H PIPE. ELEV. DEPTH IN. HORIZON TEXTURE COLOR MOTTLING OTHER 9. THE SEPTIC TANK SHALL HAVE A MINIMUM COVER OF 9 INCHES. REQUIRED LEACHING CAPACITY.....880 GAL/DAY 10. THE OUTLET SANITARY TEE SHALL BE EQUIPPED WITH A GAS 78.3 0"-6" OEA LOAMY SAND! 11 4/3 10YR5/1 I N/A ----- LEACHING CAPACITY PROVIDED.....$$?GA:DAY BAFFLE, 4 INCHES IN DIAMETER AND CONTRUCTED OF 4" PVC. ""-32 8 LOAMY SAND' 7 / / 11. ALL PIPES SHALL BE SCHEDULE 40 PVC SEWER PIPE AND 76.1 6 .5YR66 NA SIDEWALL:(13' + 67.5')x2x(2 SIDES)(.74)= 238 GAL/DAY FIRST TWO FEET OUT OF THE DISTRIBUTION BOX SHALL 73.1 32"-68" Cdl SILT LOAM 1OYR6/6 N/A ---- BE LEVEL BOTTOM; (13' x 67.5')(.74)= 649 GAL/DAY 12. CHANGES OR REVISIONS TO SEPTIC DESIGN REQUIRE NOTIFICATION 66.3 68"-150" C2 COARSE SAND ISY7/4 N/A ---- TOTAL= 887 GAL/DAY To EAS SURVEY INC. .FOR B.O.H. AND DESIGN ENGINEERS REVIEW AND APPROVAL NO GROUNDWATER/ NO MOTTLES 887 PROVIDED - 880 GPD REQUIRED = 7 GPD RESERVE 13. PROPOSED SEPTIC SYSTEM IS WITHIN STATE APPROVED ZONE II �� TH 2 EL.= _78.2 CPERC © 84"<2 MPI Ssq , � o OF CONSTRUCTION NOTES: - ELEV. DEPTH IN. HORIZON TEXTURES COLOR MOTTLING OTHER- D ID �� °��� H �Ss'�o SEPTIC SYSTEM DETAIL PAGE 1. CONTRACTORS / INSTALLERS SHALL VERIFY GRADES AND 77•7. 0"-6" OEA LOAMY SAND 10YR4 3 10YR5 1 N/A ----- EDWARD ti� ELEVATIONS AND SITE CONDITIONS PRIOR TO COMMENCING FLAH R. o A #290 SANDALWOOD DRIVE WORK ON THE SITE. 75.7 6"-30" B LOAMY SAND 7.5YR6 6 N/A ----- ` N 21 " ST N COTUIT, MA. 2. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE 73.2 30"-60" C 1 SILT LOAM 10YR6/6 N/A ---- ��� N 9 0 WITH DEEDED OR ZONING REGULATIONS. OWNER / APPLICANT, " " d S �sre F�F FEBRUARY 22, 2012 IS TO OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY. 66.2 60 -144 C2 COARSE SANQ 2.SY7/4 N/A perc AN TAR% s i E 3. ALL SYSTEM COMPONENTS SHALL BE MARKED WITH MAGNETIC MARKING NO GROUNDWATER/ NO MOTTLES (Z s SHEET 2 OF 2 J# 1407 TAPE OR A COMPARABLE MEANS. ?ICTEST PIT NO. 4 TEST PIT NO. I TEST PIT NO. 2 TEST r 1,2 0 a SEPTIC SYSTEM DESIGN DATA DEPTH ELEV. DEPTH ELEV. DEPTH E L-F V. DEPTH ELEV. PROJECT 689-3 8 BEDROOMS - I PERSON PER BEDROOM LOT #Z 0 0.0 79.0 TOPSOIL 0.0 77.0 TOPSOIL 0.0 79.2 0.0 64.0 NO GARBAGE GRINDER 6POO 6AIL, L�ACI IIII 0 "'a 0 & & RICH P W1 Ar t1a FOREST SUBSOIL SUBSOIL 2.0 77.: DAILY FLOW 8 BEDROOMS X 100 GPD - 800 GPD TOTAL q 2.5 76.5 2.5 74.5 111�11�1 ! .:-� LOAM DENSE DENSE- 4 1• �­( SANDY TILL SANDY . I ;, b2.0 SEPTIC TANK 800 GAL X 150% = 1,200 GAL. ""INED, 4.6 74.7 2 USE 2,000GAL. SEPTIC TANK (11`11' X 6`15" X5'-6- -D TF#3 4 W/TR TILL SANDY 10 .0 OF SILT LOOSE OR APPROVED EQUAL) SUBSOIL 70.3 79.2 TF#1\ MED. f1,00 SAL . 11 LEACHING USE 10 GALLEYS (4' X 4' X4 I ) W/4' STONE E 1� I ) I S \ _$;f I - - 69.0 S 68 t 7.0 72.0 MED IRREGULAR COARSE SET ON 2' OF STONE 28 SAND 4.0 60.0- SANDY SAND INTERFACE MED TILL SAND oo I SIDEWALL AREA = 720 SF CAPACITY 720 X 2.5 = 1,800 GPD C114, '14\ _41 4 BOTTOM AREA 576 SF CAPACITY 576 X 1.0 576 GPD 7.0 12.0 67.0 BOTTOM 12.0 65.0 BOTTOM I U 0 58.0 BOTTOM No LOT #1 NO WATER NO WATER WATER NO WATER TOTAL CAPACITY DESIGN 78 = 2,376 GPD /7 8 TOTAL ESTIMATED DESIGN = 1,200 GPD DESIGN PERCOLATION RATE 2 MIN PER INCH SOIL OBSERVATION PITS \\ Joe 76 30 DATE: 10/19/88 N, 0 IT B.O.H. AGENT: J. DUNNING ENGINEER: BAXTER & NYE INC. 0, SHORELINE CONST. .4 4- 0 EXCAVATOR: V F TP#4 _3 7,6 7,4 72 70 68 6.6 64 f W= _4 OF �A:r 0� WO 24 1 1 1 t 64.0 5"( PIXIM COK72 51" 51PTL Sl(lb J ru) cc k,7 2, 'rla P/FN) FACE J 4-1) z Ilk wl ft_r tag ll-4 IL-ADO' 6 R C,G, x;E2 `21¢' pIc-C, rL :)-4 4� 1/' 70 1 '11,1 1 Q.EO,,) z N\k.T ;a fi, oIli�4 % Ic co� '0 PIN C-A, T) Woo + t 00, > 0 M z a 1100, AV N S41- z W F1 A 1% C4 01D r -1 0 C14 r1J F-I -,�T'P0)0 z W W W tit NIV > 1.4 00 __A XJH �00 COAL 4.7 0000O.;�� ct� z 1.4 I ! I j I > 731 SET IC L 730, 11t, T1,16IiI F-L,71 q<' &I M r4 z a .,o " / .��, /�// \ w a w X Z CN E-4 0 10444nlNG "o,00" 0. 7,2 4 7-6 Ln = M 9 M 0 04 7- 7- "V7 A N- A� 00 4q t: 10 40 4! f -7 5.7 r� YO SEPTIC SYSTEM PROFILE \___ 9 �� �� f PROPERTY LINE 12, N.T.S. .0 16 0.0 0' 4 0.00 C14 -ago 1111116- M N 63* 41' 23" W E, 7� 76 78 76 1-,X4­ W C4 0 CN 0) El w o w HYDRANT W 7 6.2 co & 1 7 6.14 + < 0 TOP/SPINDLE EL=73.09 + CO n < U ,, 0 EDGEPAVEMENT 76.5 = 00 f C4 W z 1:4 +76.3 W W W JZ Ln 8" DUCTILE IRON G. E­i E-i Z U) = < W P-1 En z WATER LINE �76.9 0 00 0 + 76.7 +75.9 _N 4:-4:, i)oLE #1105/18/G " 1TE PLAN 1 2 16 4 5 4�1 10 L'�a-r . _0" 4 +76.51 4­1 (0 112. N9 OVERHEAD ELECTRIC CLU% 0 i. 4 & TELEPHONE WIRES t 7 6.1.3 SITE NORTH TV17 r X _T r , .4-. \M 76.6+ FT BLDG NORTH 10 U Cn 0 W NOTES: J $4 2A�111 RC-cl, �4 -0 C.P 41 Ix 41 ILLE�l 7' t,)r to proceeding with any construction, the Contractor shall LU 1­ 44 4J Ej y that dimensions and construction indicated on this Drawing 0 4Jro 0 0 with Barnstable Zoning By-Law, Board of Health and related ►4 E -equirements and have entire Project laid out "on the ca U) 100 ground" 04 1W 0 EASTWO "I f,egistered Land Surveyor who shall certify that work indicated 0 `4 GALLEY PLAN GALLEY SECTION F, z 0 Z J with these requirements. 4gL Q 44 3 0 N.T.S. N.T.S. to proceeding with any construction, the Contractor shall a. (L 2 F T POLE #13 sinate exact extent of site clearing and disruption with W . ,.ditect. c CO U z ab J Use area indicated by Architect for access during construction. < UJ 0 QW 4. See Drawings P-3 and E-2 'for domestic and fire water services and 41 r 4) z . 4.1 >1 0 POLE #17 electric, telephone and cable TV services. UJ .0 -H 4-) r7 0 P .,I > co �4 Iv � tik 0 R, 5. General Contractor shall provide all trenching and earthwork required > W Q �4 0 ro for installation of water, electric, telephone and cable TV services 44 r. 4J tD from property line to building. Coordinate trenching requirements (L ­j A(/\ with Cotuit Water Department and Plumbing and Electrical Contractors. 0 0 4 Provide minimum 4 ft. soil cover around water service piping. 110 4-) UJ 0 6. Provide properly pitched subsurface roof drain system and connect all _4 rq courtyard downspouts to south drywell and all other downspouts to J W �4 4) 0 north drywell. co 1`0 44 IL 2'� E;)N 7. Provide minimum 4 in. thick wood mulch top dressing at all disturbed SET I 11k.; N MTAA site areas that are not finished otherwise. 8. Provide loam and seed top dressing at all disturbed areas adjacent to k:z 44-10H driveway apron and wherever disturbed by Cotuit Water Department at Z ry M"7-I-)E�I-- LL! existing Sandalwood Drive cul-de-sac. U) (71) > 6!_J 9 . All existing property line, topographical, utility service and re- a: 0 CY) PLAN z 0 0 t,e Lf lated site information was taken from a plan prepared by Baxter and CC) A i (D - Nye No. 881 15. L Fll&�4 LLJ _J 0 4 -1 W 4 lb�/F i PF_ 0 6, !111;,. 11,1­111 < 71 V I �1 Im9*60LZ SLr.>P E U) 0 CL M 1`11 Ir Z 3: D 0 D 14��KIA 0 Z/ cc 0 z I­ m <L0O_Jc M 10" tj16, 4m,�,a5� C)SE SECTION % 19F.&JHALiE: M 0 , 01 O� 4 ASOPH/STONEU C4 CIO 00 14 DRIVEWAY/DRAINAGE PIPE - WATERWAY C4 00 N.T.S. N. r.s, P01:;r1';, 41,4D \V,%7S;�. VUIL DPAINAI�E PIPE . l�,kA N