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HomeMy WebLinkAbout0109 BRITTANY DRIVE - Health (2) 109 Brittany Drive Cotuit A = 026 - 005 '- -- - - - - ----- I� r I II Town of Barnstable Building Department F. �optHe r°ky Brian Florence,CBQ Building Commissioner * BAMSrasr.E. 200 Main Street,Hyannis,MA 02601 y� Mass. lb39" www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Approved: 10 n rt� Fee: Permit#: HOME OCCUPATION REGISTRATION 1 Date: 3 Name: 't'P � t�i��s 1 -4� Phone#: Address: 10 QI S?-K1 TA1A-J ��sE Village: cryn in Name of Business: Gtr1U% cZg Type of Business: CeAOSMXI!' J CU rA245 Map/Lot: O 2�r 0.� �2(0—OO��O2-G—O 1-7 INTENT: It is the intent of this section to allow the residents of the Town of Barnstable to operate a home occupation within single family dwellings,subject to the provisions of Section 4-1.4 of the Zoning ordinance,provided that the activity shall not be discernible from outside the dwelling: there shall be no increase in noise or odor;no visual alteration to the premises which would suggest anything other than a residential use;no increase in traffic above normal residential volumes•,and no increase in air or groundwater pollution. After registration with the Building Inspector,a customary home occupation shall be permitted as of right subject to the following conditions: • The activity is carried on by the permanent resident of a single family residential dwelling unit,located within that dwelling unit. • Such use occupies no more than 400 square feet of space. • There are no external alterations to the dwelling which are not customary in residential buildings,and there is no outside evidence of such use, • No traffic will be generated in excess of normal residential volumes. • The use does not involve the production of offensive noise,.vibration,smoke;dust or 6ther-particu]ar matter,odors,electrical disturbance,heat,glare,humidity or other objectionable effects. • There is no storage or use of toxic or hazardous materials,or flammable or explosive materials,in excess of normal household quantities. • Any need for parking generated by such use shall be met on the same lot containing the Customary Home Occupation,and not within the required front yard. • There is no exterior storage or display of materials or equipment. • There are no commercial vehicles related to the Customary Home Occupation,other than one van or one pick-up truck not to exceed one ton capacity, and one trailer not to exceed 20 feet in length and not to exceed 4 tires,parked on the same lot containing the Customary Home Occupation. • No sign shall be displayed indicating the Customary Home Occupation. • If the Customary Home Occupation is listed or advertised as a business,the street address shall not be . included • No person shall be employed in the Customary Home Occupation who is not a permanent resident of the dwelling unit. I,the undersigned,have rea d e with the ve res ons for my home occupation I.am registering. Applicant: Date: Homeoc.doc Rev.10/17 Building Department Brian Florence, CBO Building Commissioner. 200 Main Street,Hyannis,MA 02601 www.town.bamstable.ma.us `Pre-application for Business Certificate 026 004 Date December 21, 2018 Map 026 Parcel 017 Applicant Information Applicants Name Frank Raspante 109 Brittany Drive Cotuit MA 02635 faspante@comcast.net Applicants Address Email Address _ Telephone Number 508.776-1225 Listed ® Unlisted ❑ Business Information New Business? Yes, new business Yes No Business is a registered corporation? No, not at this time__._ yes No If yes Name of Corporation Does business operate under the registered corporate name? Yes Is the business a sole proprietorship or home occupation? YeS .___ Yes No If yes then a Home Occupation Registration is required—See Building Division Staff Name of Business Cotuit Cranberry Farm . Business Address, 109 Brittany Drive Cotuit MA 02635 Type of Business Agriculture, Cranberry Farming Building Commissioner 0 ce Use Only C editions _ Building Commission - {�' Date IF V Clerk Office Use Only Legend Parcels ! "Town Boundary J J 1 / i`#73 r� �� �� C}tt � arts I, x� 5' � }` �+1 i I . . u.� J Railroad Tracks r / ' 1 ' + Buildings 4 <1 1 / t L dtz Rr L 9 ^..�� t !J #8: ? y �u t s z. i. a. tJ Approx.Building ..,.,� �:, ,{ - ;�.� ;a Buildings i7 f J 1� If #® iF r «:; :.: :.<-: ,,,,., r�' Painted Lines r7'�' Y ;; � �• ty.ar .\ °w.•. •ft �,. J Parking Lots # Q I #76- Y Paved Unpaved Driveways �`,., t *r..ti t �.� .... •....t.w.,.*kr,� 'a� .- ( rya Paved V •,� �..`_ x k'fxi? � .�c "`*� _ s .r`• :I Unpaved ( Roads M Paved Road Unpaved Road i f i t . i Bridge t I f r 1 _` t, f �:.: ® Paved Medan , _. Streams _ : r r� ri '91rye. L: i # Marsh I / ? #110 � 1.! {Water Bodies S j f ~., vp t W. yz a !{ .. . I, ;..` -.' t t �S r- t• r�-- .iv ,�1. '�.�;tr �. bl � �� I ;.. 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I Map printed on: 12/31/2018 This map is for illustration purposes only.It is not Parcel lines shown'lon this map are only graphic Town of Barnstable GIS Unit adequate for legal boundary determination or representations of Assessor's tax parcels.They are Feet regulatory interpretation.This map does not represent not true property boundaries and do not represent 367 Main Street,Hyannis,MA 026oi O 167 333 an on-the-ground survey.It may be generalized,may not accurate relationships to physical objects on the map 508-862-4624 reflect current conditions,and may contain such as building locations. Approx.Scale:1 inch= 167 feet cartographic errors or omissions. I gis@town.barnstable.ma.us t I I No. aL.�y(IS �J J FEE C®MMO�NWE,ILTH ®F MASSAC'hUSVtTS } Board of Health; a� � , MA. J APPLICATION FOR DISPOSAL SYSTLM CONSTRUCTION PERMIT Application for a Permit to Construct(/Repair( ) Upgrade( ) Abandon( ) - dd'Complete System ❑Individual Components Location to y _ ' Owner's Name Fnanic Map/Parcel# © C>yJ Address !� \5'1bN� �✓ Lot# Telephone# G ,ertPA4& S-D$-77�IZZ Installer's Name 0�S �wa Designer's Name Address Address 42 CANTERBURY LANE Telephone# o� Telephone# MASSACHUSETTS 0253� Tye uilding ^- I't r M4e_ Lot Size sq.ft. Dwelling- o.of Bedrooms Garbage grinder1_1( ( ) r-Type of Building No.of persons Showers ( ),Cafeteria( ) Other Fixtures Design Flow(tn>equired) gpd Calculated design flow Design flow provide gpd Plan: Date Iiwo-CP: 6 S Number of sheets Revision Date ,- 2 1 Title ti 1#r Description of Soil(s) 15&t= � Soil Evaluator Form No. 2,6-04 Name of Soil Evaluator Date of Evaluation 0 DESCRIPTION OF REPAIRS OR ALTERATIONS q The undersigned agrees to install the above described Individual Sewage Disposal System in accordance with the provisions of TITLE 5 and further agrees toV a tem in operation_ until a Certificate of mp' ce has been issued by the Board of Health. Signed n Date a AR 7/6.G_L Inspections n .. No. 1 SUS. �� ii fi i s. -- ''4s + � -H� 3 _ FEE~ /SV f y CQ42®i , LTH�IOFINASSAC U� ET C✓_ Board of Health a '' MA. `APPLICATION FOR DISPOSAL SYSTEM CONSTRUCTION RMIT Application for a Permit to Construct UpgradeO Abandon(, ) - ®`Complete System ❑Individual Components 42 N Location = Owner's Name11 ii Map/Parcel# ...�t7 E7 Address I ..., S � ICI';I ¢_ LJA Lot# hone#s Tele � p CPn�Prv:1l2 MA SDF �7�►zZS Installer'sName nS EYrrna�}1� Designer'sNan,$TEPHE\J.DOI'LEAVDASSOCIATES -- R� PjE Address Address EAST FALMOUTH,MASSACHUSETTS 02636 Telephone# P� Telephone# f- -4 e ype o Building 1ZeS� pn .� Lot Size b sq.ft. elling- o.of Bedrooms Gaf bage grinder ( ) er-Type of Building No.of persons Showers ( ),Cafeteria (14 ) Othen Fixtures -r` Design'Flow(tnin, equired) �� gpd Calculated design flow lf� Design flow provided �S gpd —c. Plan: Date tl��+. ��8 Number of sheets Revision Date Title �YE'!� �i.�.� ��� rL�i.,\ �y'P'!i'u _ f4f f e fr Description of Soil(s) Soil Evaluator Form No. 1P?I)VA Name of Soil Ev21tator '.e— Date of Evaluation O\ to . f DESCRIPTION OF REPAIRS ORALTERATIONS �� 1 S�J() G g//,�, , nT�n✓f °I Q ve 1 The undersigned agrees to install the above described Individual Sewage Disposal System in accordance with the provisions of TITLE 5 and further agrees to npt to pl "etem in operation until a Certificate of C mp' ce has been issued by the Board of Health. Signed Akl Date' b,(11�1 �aq Uf S D"� qa� u Inspections _ No. (Jy5-' FEE4./-7y rr 'COMMONWEALTH OF MASSACHUSETTS Boa?W"'of Health MA. - CERTILICATL ®L COMPLIANCE Description of Work: U Individual Component(s) Complete System The undersigned hereby certify that the Sewage Disposal System; Constructed ( ),Repaired ( ),Upgraded ( ),Abandoned ( ) by: at 1 7_ 1Z� W1 C'C7 rL has been installed in accordance with the provisio s of 310 CMR 15.00 (Tide 5) and the approved esign plans/as-built plans relating to application No. �OJ S- /S datedu�, Approved Design Flow 3 U ' '(gpd) - Installer. Designer: i ►-P,7i•" Inspector: n, Date: r:3 A?�Ga The issuance of this permit shall not be construed as a guarantee that the system will function as.designed. No. FEE / COMMONWEALTH OF MASSACIIUSETTS J Board of Health, , Urn l 4Z f/�/f "re MA. DISPOSAL SYSTEM CONSTRUCTION PERMIT I Permission is hereby granted to; Construct) Repair( ) Upgrade( ) Abandon( ) an individual sewage disposal system at b� .� 1 �� �' � 1�..�� �192.��5 /"(t,, I/�,S��n'�.n l as described in the application for Disposal System Construction Permit No. QUE) "/SS , dated Provided: Construction shall be completed within three years of the date of-lt w permit. All local conditions must be met. yd 1 -- Board of Health _ S Form 1255 Rev.5/96 A.M.Sulkin Co.Boston,MA Date 2� U� _ 1'11 Town of Barnstable o� `tic Regulatory Services Thomas F. Geiler,Director MAM Public Health]Divisioh 11 Thomas Mclean,Director 200 Main Street,Hyannis,MA 02601 Office: 508-8624644 Fax: 508-790-6304 Installer&Designer Certification Form Date: DI 6 /uTU Designer: c��pRF . „�`r � 7� +c�/���ATrC Installer: <0�,5 � Le- ,..�/� A zs4rca.��8i'-S O.T�"Ci-id ES ��� . 42 CANTERBURY LANE Address: EAST FALMOUTH,MASSACHUSETTS 02536 Address: 4A ter,Z AL ZU 508/540.2534 On was sued a permit to install a (date) (installer) septic system at t p 1 based on a design drawn by (address) �r le., n t- ► dated -Z O-n/6 (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. 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. �4 CHRISTINE yG� ^Cry „S F Sso dLlJ� FAIRNENY No. 926 vo o STEP EN A (Installer's Signature) DOYLE `n cls-TT SA ThV\P (Designer 's-Signature (Affix Designers Stamp Here) PLEASE RETURN TO BARNSTABLE.PUBLIC_HALT DIVISION. :CERTIFICATE OF COMPLIANCE WILL NOT BE ISSUED :UNTO ZO_' .-FORM'AND AS- BUILT CARD ARE RECEIVED BY THE BARI�TS GABLE 'I7BLI:C: ALTB[AIISION. THANK YOU. Q:Health/Septic/Designer Certification Form 'Town of Barnstable °Ft r �o Regulatory Services « « Thomas F. Geiler,Director * BAMSTABLE, MASS. Public Health Division 1639. �0 A'eornn't° Thomas McKean,Director 200 Main Street,Hyannis,MA 02601 Office:.508-862-4644 Fax: 508-790-6304 Installer & Designer Certification Form Date: Sewage Permit# ;;Z SUS"=/S"4 Assessor's Map\Parcel U 6 v U ,J Designer: Installer: Rbtl) e lCCYA('1 pkr�/k. Address: Address: MCA P On '3 b POW)s ��CCiELtw4�J as issued a permit to install a (date) P (installer) septic system at (D q &[14AP� n J u based on a design drawn by (address) dated (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. Stripout (if required),was inspected and the soils were found satisfactory. I certify that the septic system referenced above was installed with major changes (i.e. greater than 10' lateral relocation of the SAS or any vertical relocation of any component of the septic system) but in accordance with State & Local Regulations. Plan revision or certified as-built by designer to follow. Stripout (if required) was inspected and the soils were found satisfactory. (Installer's gnature) (Designer's Signature) (Affix Designer's Stamp Here) PLEASE RETURN TO BARNSTABLE PUBLIC HEALTH DIVISION. CERTIFICATE OF COMPLIANCE WILL NOT BE ISSUED UNTIL BOTH THIS NORM AND AS- BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION. THANK YOU. Q:\Septic\Designer Certification Form Rev 03-09-06.doc 'Town of Barnstable P# 1J Department of k1i6latory Services 4 oFt , Public 11-tAih division Date ~cl, 200 Main S"et,Hyannis MA 02601BARNSrABLA f MAML FD MA'S p� eDate Sdd Time Fe Pd w3,/ ule .' `„ � �•�;.: F ,, fir, '." ` Soil Suitability Assess-meat for Sewage Dis1vo Performed By: ��u � �4 i, 4 Witnessed BY' ` J--- ¢ . Location Address "'' Owner's Name Address Assessor's Map/Parcel: O�6.UC]S I Engineer's Name NEW CONSTRUCTION REPAIR Telephone# Land Use Slopes(%) Y= ' Surface Stones Distances from: Open Water Body) �ft Possible Wet Area_��ft Drinking Water Wells'S D ft Drainage Way �t b _ft Property Line 4�_ft Other ft SKETCH:(Street name,dimensions of lot,exact locations of test holes&pert tests,locate wetlands in proximity to holes) .r.Vb 1,.c:it►�\ a Parent material(geologic) ap. Depth to Bedrock_�� A Depth to Groundwater: Standing Water in Hole: Weeping from Pit Face IA_ Estimated Seasonal High Groundwater A?►,9 I IRS s .... Method Used. a. Depth.Observed standing in obs.hole: 4 " ' '" 3'r in. Depth to soil mottles: ;.:, Depth'to'weeping from side of obs.hole: ;< in. Groundwater Adjustment � } .ft Index Well# Reading Date: Index Well 1&el °" Adj.factor Adj.Groun,44ter'Level t` 00U.t DateT�me M. Observation � �r v .+ •, Hole# r4t , Time at 9" Depth of Pere Time at 6" Start Pre-soak Time® 'D J '. d 7 '' Time(9"-61 ti3 End Pre-soak t't 9� �..�.if r.,.. r.-•: -��'� Rate Min./Inch �—` Ly � { "'v ? Site Suitability Assessment: Site Passed _ Site Fail; ail Additional Testing Needed(Y/N)� .' 'Y Original: Public Health Division Observation Hole Data To Be Completed on Back--=='----- Q:HEALTfM/PERCFORM Y'� Depth from Soil Horizon :•::::::•:::::::::•;:;::;:.;;;:.;;;:.;:;<:;>:< :»::>? >:......... :...::.... .....::.;:::.. Soil Texture Soil Color Soil Surface(in.) USDA Other .::<::::< ::»::.<:::::::»:::a... ( ) (Munsell) Mottling (Structure,Stones,Boulderes. 0 . 4 0�.>17! Dpth from Soil Horizon ,....:...:.eif ..::;:::;-;:•;::.::;:.:::::;:<:::::a::>: Soil Texture. :::;::>:,•>:>:;:;�;:.: Surface(in.) Soil Color Soil Olher:::.:::.:::.,:::.::::.: (USDA)) (Munsell) Mottling (Structure,Stones,Boulderes. o V_ 4 Depth from Sod Horizon Soil Texfure :•:::::::.::.: :;:.;;:.:•>;: c ......::::......:::::.;:.:;•;;:.;:;<•:;:.;; :<:>::;::;::> Surface(in.) Soil Color Soil Other.....:..........,::.• :.'' (USDA)) (Munsell) Mottling (Structure,Stones,Boulderes. c ° ORAT�ON::H:4 ;. .:: :. >;:;::;<:»;,>:..::> Depth from Soil Horiz :. ::>��..8.....on Soil Texture Soil Color Soil Surface(in.) USDA Other (USDA) (Munsell) Mottling (Structure,Stones,Boulderes. ° e 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 Natural y Qccurringreryiolls Material Does at least four feet of naturally occurring pervious material exist in all areas observed throughout the area proposed for the i soil absorption system? If not,what is the depth of naturally occurring pervious material? Certification I certify that on (date)I have passed the soil evaluator examination approved by the Department tr mmEnv r tat Protection and that the above analysis was performed by me consistent with the required training,a ertise and experience described in 310 CMR 15.017. Signature immumal .I = I_•_• �L•.J = = I...I.—NEM MIMI _-_ I• -- -- Loll - - - - ■�i i■ ; III III _�~�~ f.■�(■■■��RIP � !~;- III ill III III = �� : �r ■■� �/ • • ::::::::::: ........::: �:::::::::: - - - IMIMI rim ... . �,,�........ w w C J FIC.WILL DE CMMW A5 MY Of i r Of is v M TO: Wit MV LOCAL COM. _ !/■ _ !�■ ! � ri, ■ ff .,'fH5 PLAN WLL PEM5PON5M r VElaFY ALL ELMW5 OF _ ,., ACCLFACY ,59E..,.T ACILK CON5MrIlON. ANY Gi*a5 fO EYJ59Z PULP PULPIN65 WEMP fO COANUS CON51UWNOf 5LrH A5 E45"WWO�6.err. ANPr OF s r man In [! - - = = l�I =V—.gmmm - L - . IIIIIIIIIIIIIIII�.� .. �� - ----- ■■ .� �. ,,, :e ....., - — — -- i' NOTE: ` ALL CLIMW PEDe'RAL-5fAlV MID LOCAL DULM6 COM5.OWINN a5 MID ReC LMON5. EfC.WLL PE CON5MMP A5 PVr OF IFt 5PECIPICA11ON5 OF iH15 DULDING,MID AM fO n AatgP fO EVEN IP IFEY ARE IN VARIANCE WV IH15 PLAN.A LICEN5ED CONWfOR AND/OR - NOMEOM,ZR WLL A59M&L RE5PON5VLttY POR COMPLIANCE Whli ALL CJEW FEDERAL. _ 5fAfE AND LOCAL COPE5. NEIfI-ER"CAn CAD",DRM f.PERRARI OR ANY PAMIPAlING DE5ICNE6 A5%W5 ANY RE5PON501LIfYCM ANY"%OP CON5TUllON ORCFINJCE5 NEEDED DLE fO EX151IW 59 OR DULDING CONDMM5. 11 E PL LWak OF 1M5 PI-AN WLL M M5PON5Mf f0 VWY Al ELEWW5OF 1FX5 PLAN FOR DESIGN AOCLWCY AND 52E PRIOR TO ACIIX CON5fUlION. ANY CYIANCE5 fO EYMNG BIILt?1%5 NEEDED f0 COMPLETE CON5T U lVN OF IH5 PLAN, 5UN DECK 5LCN A5 E45PNG NdNDOWS,VOOF5 AND W&L5 ARE NOr 4E RE5PON51DILIfY OF"CAPE CAD" ................................._............_....__...._....................._. OR DRIAN f.FEWAO G' 8 5UN eGC !n'-6l/4T"" ease FOR IPe 1 4'-5 1/2" aII I , I oil I �vnuLreD�eluNr; � III I/2'2"FRd�r'++5UBFLI I II I II6/'��tT JTd 9/4" I I I I Z-19/4"d6"LVL 5UNDeGKG[BEA" I I I I I E k '-83/4,..,..,. ,-Jl/z' I I I 7'-61/7„ 4 2r F e I I E / I LW 5TORAGe . 5(/N L'GC e C. UNO[R 57NR5 - profN I ACfTW.M5M NOTE: 6'-6/4" • VYOH6 2 TIEGAPAGEWu-HE I ITL ___J 05T UAV PROM TnE,PESIDEM-E E F F WITH 51811TYPE-X FWMIM9-1 yi . LVL nebve ,/'-" — GYPSUM BOAPD f OD s� (5P[G5TOB[GONFIRM[DeT ee5) u+ C980GMR�u03.9) f „ j'�O 7 ROOM 21d0./6"00 wz p✓ w// 10.16"O.G. 057 4-I114"18"LVL B[A9 P057 E �2.10.16"OL. (5PeG5.TO B[GONFIRM[D BYOT/1 - P z DEOP00/7 OININ6 POOM z-lyia � l9' l/2" I'll a,GK COA.G.5LAB C'X00 P50W/66.10 A WW/9.PrINF. Al 9/8"LVL BWI [ 26/68 \\ SLOP[D rOtW4PD5 \\ GONF/R CDBYOTtteR5) PIC7 / \ OIID.OP[AlG. / \ i/2' 2"LVL HCAD[R Q /• \ / \ � 0 OD �/%V'''`� se I WOOD N oc / TRiuv50M / \ r. sra✓c a eeR \\nBovc / \\ P05TFOR 5UPPORf OP BALCONY AWE C gg --_ / ,y, TUB 5URRC✓ND 1 -y' z �•Av+•wt nM.c-r�l FOR WOOO5OVf . 1NMeLD ([IUGT 5/Z[PEP � I 570V[5P[G5) j O I ' t vvtrcormer (WING .DOOM z�/rLcata.5nwrr I i VL- '.XJ 1/z" � GONFIRM[D BY Ofn[R) E ' E t C W/151De (CONF"71M11LVLB[Nf __._._._._....._.p...._._...._..........__-.-_._,. '• *CRANK&PAM RASf'AN1E* LT'S (CONFIRM[D BY OTneRSI - - " e 1091POMNY DR. MAR5rON5 MI 5 MA. / /4 04 6 a-1o�/4 -w4' PlPS1 PLOOPPL/iN 3 L - �' 8 TOWN NRCK ROAP•5ANPWICH,MA, ' S08-888-0003 N Yl � N L AOc�,� -����z ! -RM. XEk24 D s 6 n� N � pp jC= d 4� N O i ` a � IN 13 N N (� O o n, II II z� N I ?Z I I s L_ I li � I I 4° I I � I i 1 � U l ? a . 6 N ID N p ri _ 33 I F R I a I * II ----- ———— ------- ———— —� I I I I I ol —————————— ————— ———— —' . � I zz � N I � I � I F i nN � R Ho�5 j S I v� fir RO.4'i R � v a n \ o �F d -gyp N - - - `- - - ----- r------ J -------� v � I Ilull ' - I mm V a o0 0� I ICI I ��I z� I L4 — I I n� 'z sus V V I I � I 1 FN N n v L I n s n I I N r--- I Mg � I � III I I ---- 181 I I n I 1 III owm mw -- � I _ u -T I 1 I I I I 1 I ( F � II - II II r I I II II I Igo �� oIT I 0 L--- ---------K----------- o V,' Top of Foundation 75.T Sewage Sys t e m P'rofiI e View N. W, 's. 11 , Finish Grade M. 68't 1/8" to 1/2" Washed Stone ® 3" Mak Pa t t 6"ys 6" Pond _ 8" TTI-' PSaish Grade 47•e " jam JIII J 6" lifillf taw a2 65.7' ^_ 8 5' RawEL 64.5' r Brittany Dr. INy EL ro r► r4,ift BVfr EL sen'p 4 INV EL °' ° - - - - - -- - EL 61.67, B4.85' Babb No rAM/�- 1NV EL 64.50' •;V*segm�s•: 83.8T 4� 9/4'-1!/£-ftshed Ma"- rJyntd Leoert I8' 64.60' 4' Locus 4 HOLE DIS7 MU770N BOX 1+ PROPOSED LEACH TRENCH 14 PROPOSED 1600 GALLON PRECAST SEPTIC TANK ti Loveils q Pond .bottom of Deep Observation Hole El. 47.0' t� 1500 GALLON REINFORCED CONCRETE SEPTIC TANK Minim. um Construction Materials Per 310CMR 15.226(2) Adj FGgh Ground lYater cEl 44 0' (Lov Poad) Tees shall be constructed of Schedule 40 PVC and shall extend a minimum of 6" above the flow line of the septic tank and be an LO C'U.S MAF ® the centerline of the septic tank located directly under the Note: �-- 12.83-►' clean-out manhole. - Remove all unsuitable materiel 5' around SAS above the invert elevation The inlet pipe elevation shall no less than 2" nor more than 3" PRECAST REINFORCED CONCRETE MTTRIBLl77ON .BOX down to the "C" layer and replace with clean 34" - - + 24 Septic tank shall be installed the e outlet pipe.d level and true to grade on a level Install on a level base " granular sand per 310 CAM 15.255 (3), (4), (5). �` 4 O.and stable base that has been mechanically compacted and on which Minimum wall thickness = 2" -►� 58" 6" of crushed stone has been placed to ensure stability and Minimum inside dimension = 12" Number of Trenohes - 1 Outlet inverts shall be to prevent settling. equal to each other and at Number of Chambers -3 Septic tank shall have a minimum cover of 9" 2" minimum below inlet invert. PROPOSED LEACH TRENCH - END VIEW N.TS. Two 20" manholes with readily removable impermeable covers The distribution lines from the distribution box shall aLl have of durable material shall be provided with access ports Install Three 500 Gallon Units The outlet tee shall be equipped with gas baffle. the height of the distribution line invert after all lines have with Four Peet of Stone at Sides and Ends been sealed in place. . Invert adjustments shall be .made by filling with durable and nondeformable material permanently fastened to the line or tiog � Design Date: Ga 6g t i J J d Easem ent � Proposed System �ouY1 Three Bedrooms= 3 X 110 gpd = 330 gpd Required Hoer 72 Temporary Turn- pad�� f No Garbage Disposal jj n istirtE Use- Chamber 2tench 33.51 x 12.83'W x 2' Eff/Depth 70 ' � ��� � [•33.5' f 33.5' + JR.83 t 12.83] x 2.0 = 185 68 S 40 4 419 C baszns� 33.5' x 12.83 = 429 �p 814 x 0.74 = 454 GPO Total Design Mow for New System 323'74' 62 � 66 � q � 56 58 80 \� Gallon ?lsak _ r.:,._ _ .._ 54 GENERAL CONBTRUMON N07Z'S L All the worJmmanship and materials shall conform to D.E.P Title 5 Ilk and the 7bwn of Barnstable rules and regulations for the subsurface 0�. \ disposal of sewage. `� 52 v'o tt _119 Ch z t s LOT 6 w A least one access port over tank tees shall be accessible 46 ----- •A „� i Pro nithia 6" of finish grade, with any remaining access ports bror>Bht �A, 48.998.tsq.ft, �0 N 16� Contour �5, to within 6" of finish grade. 3 0. 3. All components of the sanitary system shall be capable of �� \ 13B `r3<'o - 1 1 withstanding H-10 loading unless they are under or within 10 ft yP¢ _ �� A 1 of drives or parking. H-20 loading shall be used under or within - tipd t SAS Chamber IO ft of drives or parking unless noted. Plastic equals map be _� W 1 ?bench �G used in lieu of all rtecast units. �' `�""---_---. 24 W 4. The excavatorlontmetor shall call dig safe and verify the location U 1 of all site utilities prior to any excavation; and shall be responsible for �. A all matters relating to electric easements 5. Sewer pipes shall be 4"Schedule 40 PVC laid at a min. 0.02 slope. �` 6 6. Any masonry units used to bring covers to grade shall be mortared in place. 164(p 7 Finish grade shall have a minir»um slope of 0.02 ft per foot. 4 ASSESSORS DATA 026-OD5 8. Pump and rwmove old septic system 2 U REFERENCE DEED.16159-.273 ' 9. The excavator/contractor shall be responsible to check all grades '' t11 231' and elevations and to contact Doyle Associates of any discepancies, `��_. BM prior to construction ,�'' Zr• 66 5 10. Whenever sewer limes must crass water lines, both pipes shall be E" F"A DATA: ZONE "C" & "B" �� 52 constructed of class 150 pressure tested to assure water tightness El 64.8'. c� „ Datum: NGVD ZONING DISTRICT° 1?F or the water line shall be cased in schedule 40 PVC. v' �f 11. Whenever septic components are within 10' of water lines, water .lines i •' 50 N33-16'00 E 10" Oak 12" Pine OVERLAY DISTRICT` shall be constructed of class 150 pressure tested to assure water tightness G� --'` ---- ¢4 WP & RPOD or the water line shall be cased in schedule 40 PVC ^~ ` 2�9• BUILDING SETBAQW..' -- FRONT 30' 46 SIDE AND REAR 15' �y CB FAT . 48 o _ 27. _ _ _ ss sA_A,4a % _ 44 s Eoll 0r 1,14S a�w O w8 . �D��P�G157E9��CMG p FOUNDATION AND SEPTIC PLAIV i o STEP HEN a Prepared Ion Y09 Br7ttanp Drive Soil Log Performed By. S. Doyle o w9 o D0,W v p Date: January 10, 2005 rn i o o�'� ► �9� i g OQ 4 Pero Rate: c2 uin/lach su �Ey�� Marstons Mills, Massachusetts B.O.K: D. STANTON TH 1 El 58.O'(Before Fi11) o Z-'•GZ'0 Scale.• 1" = 40' Date: February OltTH 2 El 58.0' Prepared By. 22, 200B D Stephen I Doyle and Associates loyr 3/2 10 312 42 Canterbury Lane, E Falmouth, IM 02536 ,A» sl 4" "A" sl / 4" GRAPHIC SCALE ���°'``�OFM�s�� Telephones 508/540-2534 Ls»B» »B» CHRIST 6G R vi�:i v n M3 2 o C k IOyr 4/4 1Oyr 414 40 o zo ao so iso FAIRNENY.INE M, »C» 36" (EZ 55.0) perc „C» 36" (EG 55.0) " �N o. 926 MED. IOyr 5/4 54" AM 1Oyr 5/4 QISTE� { IN FEET ) SARI?Al!►#�' SAND SAND 1 inch = 40 ft El 47.0 132" 132" � 1�,��1�A� I oz-ze-ob sa,g •F»..�. Gr�c�� EI 4?:D' a• i{'O 6 NO. DATE DESCRIPTION BY - - - -- T -----