Loading...
HomeMy WebLinkAbout0235 WIANNO AVENUE - Health 235 WIANNO AVENUE Osterville A = 140 - 138 TOWN OF LOCATION: VILLAGE• a.. np LOT # : PERMIT #: bt' INSTALLER' S NAME: INSTALLER' S PHONE LEACHING FACILITY: (type) Ct9� (Size) NO. OF BEDROOMS: - BUILDER OR -OWNER: , �, • PERMIT DATE: COMPLIANCE DATE: r • J DRAW DIAGRAM ON BACK 'l �1� t( tl � t d S � c� �iJ 73" gib° ,�' t - - OLD C® �y IZ-- 00 � No. 276Fee THE COMMONWEALTH OF MASSACHUSETTS Entered;ncomputer: PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS Yes ftpYication for Bisposaf 6pstrm Construction permit Application for a Permit to C ct ) Repair( ) Upgrade( ) Abandon( ) EXComplete System ❑Individual Components Location Address or Lot No. & "u _ Owner's Name,Address,and Tel.No. Pe_4,,- i 5:j s— C1--­i Reuo 7�vsfi Assessor's Map/Parcel vvj& 1 K© 1 Pe I 13a 370 QW WlicAe((C.S t- G'oeAe.-, ban C36756 Installer's Name,Address,and Tel.No. Designer's Name,Address,and Tel.No. 570S-77/-750 2.- f9 �-Qi��-t'.a"O'�i' �.^.�Q'�*vc-Q �Lt� j�r,.�•Izr �1�^C - fa S- 13,00 76- Nc)rf(,\ 6 iy-re ff .x uvvi s 6Z60 Type of Building:. ((!! Dwelling No.of Bedrooms 4-1 Ve Lot Size ev I la t 736 sq.ft. Garbage Grinder 0/6 Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) A gpd Design flow provided i57k gpd Plan Date 1 - S - Zo 1'Z Number of sheets -"IL)o Revision Date Title 'SsV}=`a •DGS 6`of l v, Size of Septic Tank 1-5, 0(0 Type of S.A.S. I.,C[:C.14toLq C6m6e.-s— S/i x /I )c 2 hil, Description of Soil U-e_jnc Am --,e a I d 6�s r.,� 5 41ec.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 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 He h. �1 Si Datechi Application Approved by Date Application Disapprove y Date for the following reasons Zz Permit No. ©/ --O O �j Date Issued (S Zv I 11— � - _ �.�.- -t ._.-..-..-.+-.a..+e a...ar«.....Iii+q.�.w.v.. y!...•....+•,.w.,..+w•••.iK-r... r -...r. -.... ,w"'t+'---.....-....... .-.w No. 6 I 009 Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes .., PUBLIC HEALTH DIVISION TOWN OF¢BARNSTABLE, MASSACHUSETTS ' 2pplitatlon for Bi! tp #6point Constrortlon Permit Application for a Permit}to Co t ct Repair( ) Upgrade( ) Abandon( ) Complete System ❑Individual Components Location Address or Lot No. Owner's Name,Address,and Tel.No. J' os{CrV//(e I ,-4,r sT' G%,jsc CY-ul IRC,.?►vsr ' Assessor's Map/Parcel y�,�G y O c 36 3 0 01 d Wh c( (2 S2 Gos/u.. Lo.ry 06756 Installer's Name,Address,and Tel.No. / ,Q Designer's Name,Address,and Tel.No. SOSr-77/-750 Z /9 -e'_'p�, ��tia-K�t+�e �LtL�J h/o.t(cr 1�1yC © - �2 l 9 3 00 76- (JcarNn StvYc f H a vin ts 4Zh0/ Type of Building: Dwelling No.of Bedrooms �1 Vic Lot Size w 9J30 sq.ft. Garbage Grinder(/1/d Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) 5$'p gpd Design flow provided 571t, gpd Plan Date - $- 201 Z Number of sheets +40 Revision Date Title Scr}ic Desk," Pic,- Size of Septic Tank I- 00 5 o 11 cM s Type of S.A.S. crc[�rn�, Cku„�(ie,•s.. S/5/x //x 2/hf Description of Soil Irc '�r� -1,s `e,( 10_ aT c % <�Ke_c4- Nature of Repairs or Alterations(Answer when applicable) 1 Date last inspected: t 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. Si d � `.� ���--�_ Date �0�7�/02--•- N o � f h Application Approved by Date Application Disapprovediby Date for the following reasons \ ' 0 Permit No.7�/Z — 00 Date Issued 1 5 7-0 I'D - ZN THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS Certificate of Compliance THIS IS TO CE TIFY,that the On-site Sewage Disposal system Constructed(t--< Repaired( ) Upgraded( ) Abandoned at a 3 S A4/-t has been constructed in accordance with the provisions of Title 51 and the for Disposal System Construction Permit NoOo/Z- WR dated Installer / ,� !'j',-��, Designer #bedrooms J :r' Approved design flow gpd The issuance ofthis permit shall not be construed as a guarantee that the system will fu 'on as desig`e . Date t7' Inspector No.20/Z- CV-7 Fee �5 y THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS Disposal 6pstem Construction Permit _ ._.Permission is hereby granted to Construct(X Repair(_ ) . Upgrade( ) -Abandon System located at a A-)ObD r_R n,,i AVC DSTI=FZV 1(__t_F and as describedin the above Application for Disposal System Construction Permit. The applicant recognized his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided:Construction must be completed within three years of the date of this permit. Date /Z5" Z-of Z Approved by ._�-- Town of Barnstable of Regulatory Services Thomas,F. Geiler,Director BAMSTAMA S& Public Health Division ' 9�A16'9. A�� Thomas McKean,Director FO MA't 200 Main Street,.Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Date: (a lu J I Z Sewage]Permit# 2012- 00 5. Assessor's Map/Parcel 11401138 Installer& Designer Certification Form Designer: 51,4.,h�., A. Q;t SOK p G. Installer: ec &cagy ho" Address: 132x6r MVj c Address: P_o . Gw 1Z89 On I— 5--Zo 1 Z PdS+*rc tc4m.Je 4-4 0" was issued a permit to install a (date) (installer) septic system at 2 3 S Uta,,.... (a.k-a 8 UacA based on a design drawn by (address) SlyR,to.. A- W.Ls"}QE. dated 21I's Iz (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. 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) s inspected and the soils were found satisfactory. N OF Mess W/ o p� STEPHEN G ALLYN K, ( 11 r 1 o WfISbN 1 No.30216 STER�� �� esigner's Signature) (Affix !Its 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:\office forms\designercertification form.doc (�2elt- v73� f - - I n i of i 1 LU - 'GCt+ j Y 3 b r, r y t I I i r i cL C (V -``J • � Ir.a ----9,6�- I 'u'.G� � �6 �SG.. � �'o" I S'O'"—" �_ rr 1 I. _ I _ I ; Z � !O m lz f I 2�1p 1 I 1 N �. '800N2 cqr fi Fe I I 13 Ts m_TnU�• � ' _ �I n M z: I z Ico it x - - cj a� s r--�---} ��„ ,q��.. li o,; � r^c•, -_._._�{ a�,.. •Z6•. <c ,,ono:' —f I �:p O 0 PO v 1 ' n • v P n i I .............. �•KA i b4 cl- I . %i' Loa_ Imo_ I - v a- .. b L-A O CK.—) -. ;r?--V�j {1rFJ f.i BARTER NYE ' ENGINEERING & 1. ALL SYSTEM COMPONENTS SMALL BE INSTALLED IN ACCORDANCE SURVEYING > WITH TITLE V OF THE STATE SANITARY CODE DATED APRIL 21. TYPICAL SYSTEM PROFILE Zoos, AS AMENDEDTMI THE DATE of THIS PLAN' & ANY LOCAL RULES & REGULATIONS APPLICABLE r NOT TO SCALE 2. ANY CHANGE TO THIS PLAN MUST BE APPROVED IN WRITING BY Registered Professional Engineers THE ENGINEER. ELEVATION INFORMATION MUST NOT BE CHANGED and Land Surveyors WITHOUT WRITTEN PRIOR APPROVAL BY THE ENGINEER. 3 WHEN CONSTRUCTION IS COMPLETED. PRIOR TO BACKFILUNG, 78 North Street - 3rd Floor SET AT LE7AST ONE MANHOLE FwwE NOTIFY THE BOARD OF HEALTH AGENT AND ENGINEER FOR Hyannis, Massachusetts 02601 COVER TO MATMN 6. OF FOM GRADE. INSPECTION. COVERS SHALL PROPOSED FINISH FLOOR - 103.0 RISERS & ALL BE W ATBMGW <' PROPOSED GRADE - 100t FlNLSNN GRADE " 100} PVC.ALL OTHERWISE NOTED HEREIN.SANIYARY DISPOSAL SYSTEM PIPING TO BE 4 SCHEo 40 Phone - (508) 771-7502 r SIT COVE: To r BEM FLASH GO DE Fax (508) 771-7622 RISER & COVER SHALL BE UnRIM 5. EXCAVATE UNSUITABLE MATERIAL AS NOTED, TO THE "C www.boxter-nye.com '~ HORIZON' , FOR A HORIZ. DISTANCE OF 5' SURROUNDING THE 3• MN. LEACHING FIELD, AND REPLACE WITH CLEAN SAND PER 310 CMR /-FOON GRADE « 100E PORT 15.255 TO THE TOP ELEVATION OF THE SAS. S T A q� 'o� STAMP -- ` NED GRADE OVER LEACM0 1RU CH = 100E 3 NVPEOW GR� 6. INSULATE ALL PIPES AGAINST FREEZING AS REQUIRED WHEN � �� INV IN = 97.1� 10' WC -INN OUT= 96.8 LESS THAN 3' OF COVER. � STEPHEN cy� PVC TEE (SEE TABLE) 9" (min) Cover ��. " 7. THE SEPTIC SYSTEM DESIGN DOES NOT INCLUDE GARBAGE � -+ WV OUT = 97.2 14• + BAFFLE FIRST 2' (ro BE LEVEL) 36 (max) Cover GRINDER DISPOSALS. o ! , Cn RED FORCED CONCRETE 660 am ASEm t 2. 4" SCH. 40 PVC Peasto 1/810 1/2" S. �; THE CONTRACTOR SHALL CONTACT DIG SAFE (AT O F tj 1-888-DIG-SAFE) AID UTILITY COMPANIES TO LOCATE ALL �sSlONAL SITUP . EXISTING UTILITIES, AT LEAST 72 HOURS BEFORE THE START OF INV IN = 96.3 • CONSTRUCTION. THE CONTRACTOR SMALL DETERMINE THE EXACT LF INN OUT = 96.1 A-/ UTILITIES LOCATION, BEFORE�TIiEZONTALLY AM START OF WORK. THE LO OF G TION OF r,., -rr . :.•. EXISTING t600 DALLON 8EP'T1C TANG INV IN = J1EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY, MAY NOT BE LIMITED TO THOSE SHOWN HEREON ANDS8'•10 BASE HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR ITS CONSULTANT REPRESE]JTATNE THE CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE DO I FdK1T10N BOX MI M OF SYSTEM = 94.5 5' MIN OCCASIONED BY THE CONTRACTOR'S FAILURE TO LOCATE THE j UTILITIES EXACTLY. IF ELEVATION INFORMATION DIFFERS FROM PLAN No Groundwoter Observed O Elev. 87.5t INFORMATION, THE CONTRACTOR SFWl NOTIFY THE ENGINEER IMMEDIATELY FOR POSSIBLE REDESIGN. AT UTILITY CROSSINGS, VERIFY IN FIELD THE LOCATION / INVERTS OF ELECTRIC, GAS,. TELEPHONE do DATA/COMM AND RELOCATE IF CONFLICTING WITH CONSULTANT PROPOSED INVERTS PER THE ENGINEERS DIRECTION. THE U0W DEPTH N SEPTIC TANG DEPTH OF OUW TEE OEM FLOW LNE CONTRACTOR SHALL. PRESERVE ALL UNDERGROUND UTILITIES AS REQUIRED. 4 FEET 14 100 5 FEET 19100 9. THE PROPOSED UTILITY CONNECTIONS SHOWN HEREON ARE 6 FEET 24000 SCHEMATIC. FINAL LAYOUT SHALL BE AS DETERMINED BY THE 7 FEEr 20 14M APPROPRIATE UTILITY COMPANY. 8FEEr 34NCHES PREPARED FOR : Bilodeau Builders 83 Bunker Hill Road Osterville, MA 02655 11' FINISHED GRADE 36"MAX.-9" N. / / COMPACTED FILL 2" OF PEA STONE � .................................................................................................... OR FILTER FABRIC M 3/4" TO 1 1/2 " 7 « CUL 30.5" DOUBLE •- 24" EFFECTIVE DEPTH WASHED STONE Uin ri 3.5, 4' 3.5' 1 3.5 3.5 42 49' �4H PLASTIC LEACHING CHAMBER DETAIL PLAN VIES CULTEC 330XL OR EQUAL NO SCALE m > 'A Q m C4 w 0 J LEACHM AREAca RENT$ ►- am LOW DATE • 12/1M ~ m P�-1S504, RESNEENIMI: 5 BEDROOMS H TOTAL KS Flow - 550 GM SOIL EVALUATOR: BARNSTABLE Uj ` GARMMGE GNNOER (NOr$CLLM) - N/A BOARD OF HEALTH AGENT. to O STEVE WILSON, P.E. DONALD DESMARAIS R.S. ° *4 PERC WE_ 1K mm M W LTAR - 0.74 ! t1 TEST PIT 1 TEST PIT 2 TEST PIT 3 TEST PIT 4 n. N O 5W WDI 0.74 0PD/sF = 744 IF UK ow G.S.E. = 99.3t vp G.S.E. = 98.5E " G.S.E. = 99.5E ow G.S.E. = 98.6E SEII.SYSM 7 CULIM 33M(L CNNMERS MIIH 3.5' MANE ON ALL SIDES Ap; 10YR 2/2 ; LOAMY SAND A; 10YR 2/2 ; LOAMY SAND Ap; I M 2/1 ; LOAMY SAND A; I OYR 3/2 ; LOAMY SAND z o 0 sIDN:MwI.ARFk (1 i' + 4W rx2 - 240 S.F. 9 -- WTMM ARFA „(11' Y 40 = 539 S F < a TOTAL AREA M IF B1; 10YR 5/8 ; LOAMY SAND B ; 10YR 5/8 ; LOAMY SAND B ; 10YR 5/8 ; LOAMY SAND B ; 10YR 5/8 ; LOAMY SAND § _ cc 7N &F x a74 W011F. - 576 WD 8" 14" 16" 20" J C-)N(SEPIIC TA SOVD: 550 GPO x 2WX - 1100 GALLON m IISE 1.500 GALLON SEP11C TAW C ; 10YR 6/6 ; MED. SAND C1; 10YR 4/6 ; MED. SAND C 1; 10YR 5/6 ; STRATIFIED C ; 10YR 6/4 ; STRATIFIED = o SAND SAND 132" 68" 132" 132" �N W PERC O 48" C ; 10YR 6/4 ; STRATIFIED PERC O 54"�41 SCHEME a 2 Savo N 132' ; } F FLOOR 103.0 N to SEWER INVERT AT HOLM 97.2 NO WATER OBSERVED p SEWER WVERT INTO SEPTIC TANK 97.1 O EL 87.5E z SEINER INVERT OUT OF SEPTIC TANK 96.8 S H E E T TITLE SEWER INVERT INr0 DISTRIBUTION BOX 96.3 se ��� Design Plan SEWER ANENT OUT OF USTRIBU ION BOX 9&1 p 9 SEWER WVERT INTO SAS 96.0 BOTTOM OF SAS. 94.5 NO GROUNDWATER OBSERVED TO ELEVATION 87.5 1 COW TEAT N AXY 2007. 1 HAVE PASSED 7HE SOIL EWM70R D MN71ON APPROVED BY THE DE W401T OF UN RMWAL SHEET NO PROTECTION AND TENT 7HE ABOVE ANALYSIS WAS PERFORMED 9Y ME CONSI5TW WITH 7HE RENRED TRANM. IDMISE AND O(PERE'NCE DESCRIBED N 310 CUR 15.017. 0 SIGNATURE (SE M) DN1E •? /6 2�'/ D A T E : 1 5 2012 10 0 10 20 SCALE IN FEET SCALE : 1"= 10' DRAWN/DESIGN BY: UN CHECKED BY: RIME JOB NO: 2011 73 C A D D FILE:'' 11-07 OA2011VOI1-0731CMUPLOT12011-073SEP.dwg,2115R012 9:34.41 AM,1:1,MTM BAXTER NYE Q 7- ENGINEERING & ?"4 °y SURVEYING DEVELOPED LOT PROTECTION _ DEMOUTION °y Registered Professional Engineers AND REBLMAING ON NON-CONFORMING LOT IRON PIPES FND x 101.s \ � 102,1 and Land Surveyors - o �✓ (HELD I ti 78 North Street - 3rd Floor Hyannis,nnis, Massachusetts 02601 LOT COVERAGE 3,6M SF (2W 2,512 SF (14.4%) HOUSE do GARAGE 2.216 SF (17.4� HOUSE. GARAGE d: DECK \ `` Phone - 508 771-7502 `'- Fox - 508 771-7622 FLOOR AREA RATIO: 5.481 (30% ) 1,065 SF (5.SX) 3,487 SF (19AX) j 1 \ A % % � � BULDMrG HEIGHT: 2-1/2 STORIES OR 30 FT 1 } STORY 2 STORY www.baxter-nyle.com \ % °s \ _fig? 1 .3` O CONTIGUOUS UPLAND AREA OF THIS PARCEL• 18.270 Swam Feet �-- x 102.3 REMOVE M VE py S T A STAMP � NG AVEb1E74T %�t10�AvigS' ,x 102.9 ST- HEN �\ • �� N `° MAP 140/PARCEL 139 N/F 41 \ PETER J. do MARU G. SNAIL �,511� 1R 102.4 22 p 101.6 \\ x 102.2 UP/LP # ti 102.8 CONSULTANT � x 102.7 r`- .y / 02\ \1 02.3 0 \ CONSULTANT \ \x 101.8 � x 102.8 W / PREPARED FOR : Bilodeau Builders 83 Bunker Hill Road CB DH FND• GENERAL NOTES (HELD) / '0b \\ , ' I U 1. THE INTENT of THIS PLAN Is Tn sHow Pa+oPosED WOW AT LOCUSIn Osterville, MA 02655 MAP 140 PARCEL 38 \ i ' 2. LOCUS AREA iS COMPRISED OF. 1\ 18.270 S.F. �__ \ � •�10' �l x 0.0 ' N, / ASSIESSOn MAP 140 PARCEL 138 x 0.0 t 00.0 0.41 ACRES 01.9 i ' ' 102.3 LAND COURT PEMION IBM A PLAN BOOK 69 PANE 75 I� UP/LP #t 75/1 112.9 3 ` PLAN BOOK 99------_X q '\ x 100-7 \% PLAN BOOK 620 PAGE 52 x 99.2 W ' OWNERS. PETER G. M SUSAN CRANG, TRUSTEES �`. 100. ��, x 1 9 1 SUSAN CRAIG PETER G. CRAIG REV. 7R: 3 370 OLD MIDDLE STREET \ J \\ GOSHEN. CT 06756 ' \ MAIL BBC IR 1/2.3 l / 'SHED ���, Jr � i �\ I 3.) PROJECT BENCIM/ARiG WIG NAIL.,SET IN INb00lAND AVENUE EL - 100.00 (ASSIAED) a,r• `j1` , \ '� -- " 4.) ZONING INFORMATION .r r� SCR�.• _ '- ZONING DISTRICT : RC (Raklw al) 9.2 \ $o = �3 �� CURRENT MINIM ZONING REQUIRQ0ft IL a x _9.t I �, MINIMUM ZONING �, MIN. LOT AREA - 43.560 S.F. m \\\ MIN. LOT FRONTAGE - 20' N N �' \1 = ' 3 MIN. LOT WIDM - 100' a Q A�� ro 10' FRONT YARD - 20' SIDE & WAR YARD - 10' / 10' 4z m m 9 9.3 obi / I c� ' MAX BUILDING HOW - 30 � z z ° �a k WOODLAND A 100.1 mil. b r ## a a '' 10 / o #7 SyL\/AN LANE) 4.1' = r o Az / 3 OVERLAY DKfRICi:� RP00 AP Q 5.) A iTiLE SEARCH HAS NOT BEEN PERI>>RIED FOR INKS S11E fF OElE18fCEDto p 12.0 1 112 S TOR y WOOD D W-P .2 r r Q v TO BE NECESSARY, A TIRE SEARCH SHALL BE PERFORMED BY OFERS .► I ICING i a I z Aw c,� 3 L%) THE PROPER7Y LIE WIDIN ION SiM B BISED ON d9lRENT AMICABLE RECORD C4 4 , rj� NEOTIi9710N "M OF PLANS AND DEAD& W O � i GO ' i oco �' TiE OEM FEATURES SIM HEREON WERE 0811MED FROM AN ON THE CROW FIELD L .4c - o i 5. SURVEY PERFORMED BY 94M NYE ENIAIEDNNG M SURVEW ON DECOBER 13 M F" 10 9 3 14, 2011. TP #4 1 j 6' 18.9 r o ' `D f 7.) COMMUNITY PANEL NUMBER. 250001 0016 D boom m x \ i " f +J THE FLOOD INSIAOMICE RATE 1W OEF1iES THS AREA AS 20NE'C A NON-WZW AREA C) i p r I U w , x Q I" C.L. PIPE , / MAP 140 NPARCEl 13� ,' _ \ G ---,�G --3/4 89- - GG _ ER SCE / ' ' o a) j 0 +�+ Q SITE IS NOT WOW AN A.C.E:C. AREA OF CRITK,AL ENVIRONMENTAL CONCERN). M � J.E. dt JUDITH McCORMACK TRS. tiCL tV Ln EXISTING GARAGE 'i r a ' '� o • 9TE IS NOT WININ AN ARM OF E51W0 NOW OF RARE WLDU E PER N TO BE RAZED \ I 'GARAGE N/ESP OCiOBI7i 1. 2010 T MM7ED HABRATS OF RATE WILDLIFE' 33 ' ' WATER SERVICE FOR USE WiTH THE IN KUM PROTECTION ACT KOAA70 S (310 CMR 10).' � � -s i \� _ Cr MAP cv PROPOSED I � � o _ 99.3 _ 101.5 •SITE DOES NOT DWAIN A COW IEiIML POOL PER MESP WP OCI08ER 1. 2010 �- 1 (D / 101.5 'L'E IF VENAL PROOLS. z x 100.8 i 0 2 •SiTE B NOT WM A PRORTTY"ww PER NNESP MAP Oct 1. 2010 'PRIORf F IY q q ►- i 3 3 o I \°ti \\ �1 - ,7 /�, 0 101.5 v 3 WHI ATS OF RARE SPExES' FOR SPEI FS UNDER 7iE INSSACHUSETTS ENla mERED a SPECIES ACT, REG UTIONS (321 CMt10� � � ' TP #3 I M �� i i o 1.4 II / TP J ��`- �/ '�/ x t 4 �� •STTE IS NOT IIIIHNM A STALE APPROVEi ZONE / GROUND OVER RECiMRGE PROIECTpNI m I n i oy , x i i / AREA i _� w I < Q •SITE IS NOT MIiH#r A ZONE OF CONRBDUDON 70 A SALNUER ESIlMRY MWISIABLE / \ ^ rTi r- Q I °y / \ _ / 3 ROA RM 360-45). I \ o / I I l \ rn/ / 3 CB DH FND Y 100 x 99.4 130.00' `T' 9.) 111Ll1Y N1FdtW110N SFIOwM Hf7>� pyr �� (HELD) - I 'c I ra cP 7HE CWRACIOR SHALL CONTACT DIG SAFE(AT 1-8 -=-SAFE) AND UMY CWANES TD LOCATE / 1 S 8532'36' E�234.W x 9 /,/' �� � �, / S AT LEAST 72 POW 701HE START OF OONSTRI1 7VL THE LO mN OF N CID DWING (INDERMMIIK CONDLRTS AND LfHES ARE M M iN AN APPRO)MAT / -, }� MY ONLY. MAY NOT BE LMIED TD 11106E SHOMI HE11Ql AND WIVE BEEN RESEARCHED BASED Of THE FO PUMP AND FILL. OR \ / x 9.6 i y q g 4 \ AMICABLE UTILTIY RECORDS NOTED iEREr)N. TIE OONTRICIOR AGREES 10 BE FULLY RESPONLSB E FOR z REMOVE EXISTING O ANY AND ALL DIAMAGES IINIM TWIT IE OCOSONED BY THE CONTRACIOR"S FALCATE TO LOCALE SAD �`. CESSPOOLS i \ i py x 100.9 fNFRIA51RUCiiRE AND UIILTTE'S EITACTLr F FIELD MOM OFF ERS FROM PLAN W'ORMATpM, THE SHEET TITLE \ 00.3 CONTRACTOR SiWL NO1FY THE EN WISER MMED147ELY FOR POSE REDEISIL / Septic Design Plan i y 9 9.5 \ o '` • EXISTING GAS MAIN AND SERVICE CONNECTION TO HOUSE PER NATIONAL GRID / \ y` / G �1 SCHEMATIC S0260 PROVIDED ON 12/22/11. GAS METER WAS HELD LOCATED BY BAXTER NYE ENGINEERING A SURVEYING. t 00.4 G 1 J rr x 99.8 / / \ _J G �y G --- G �� J • VEIM W07ES HERE 6 NO OMM M LOCUS AWA G r ^g-�--_ _-- G �`--�^- r ' S H E E T N 0 G G--fir _ �_ _7_ __. G G L� G G G G py / 3 2-P .-6 0#-19 9 4 GAS MAIN PROJECtI` DATUM • TM MA1ER SERVICE SHOWN ON 1HS PLAN FROM C-O-W MATER OEPARIiENr S60:1Ci1 0-274-T dIiED 6/28/91. AT MAG NAIL SET � ,/ I 1.2 a WOODLAND A NUE � t • ELECTRIC LINE SIiON►N ON THNLS PLAN WAS HELD LOCATED CrDKa1TINIG oVERHNEAD SERVICE \ E4 S 1'ASSUMED py�-fb 0.5 �� 3 FROM UTILITY POLE 275/2 AT THE INTERSECTIONS OF WOODLAND AVENUE AND SYLVAN LANE. ASSUMED ...- I D A T E : 1 5 2012 --- w w w w _ �-- _ \ v+ ' • LOCATION OF EXLS7MrG CESSPOOLS FROM SEPTIC IN REPORT PREPARED BY RA PAOUNI 10 0 10 20 \ w w w w "� °� / I SEPTIC SERVICE, DATED 8/15/2011. - ^-, 2" PL, WATER MAIN w(D w ' w w w / \ �'1 ' 311 -x� # I SCALE IN FEET �."' `-..� iP/LP #176 1 oH�=� � _=Qu,__. 100.7 = [ ' 1„= 10� / �Hu OH,T__- OwAl off GATE WATER I SCALE :OH -� \/ .,I RAWN/DESIGN BY:�. �� ----------- -- oHrr_ oHe oH� oHw / I MTM CHECKED B Y: � OHIY JOB NO: 11-073 CADD FILE: 2011 7 0A201 11201 1-0731CML\PLOT\2011-073SEP.dwg,2/152012 9:34:20 AM,1:1,MTM