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HomeMy WebLinkAbout0413 WHISTLEBERRY DRIVE - Health 413 Whistleberry Marstons Mills A. 062 022_.— i TOWN OF BARNSTABLE LOCATION W1��s�e10al.rin/ SEWAGE# X q 'Y®-3 VILLAGE ft r,xs ryb e3S VAA SASS SSOR'S MAP&PARCEIJ�V `P012' INSTALLER'S NAME&PHONE NO. j�kJela SEPTIC TANK CAPACITY LEACHING FACILITY: (type) Z_ d_k tNe/(S (size) Z �� NO.OF BEDROOMS OWNER _ �► PERMIT DATE: COMPLIANCE DATE: i Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility I serf 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 fa ' ity) Feet FURNISHED BY ilk40 to M e llf No. L� / Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in co ate, PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes Zfppliration for Misposal �&pstrm Construction permit Application for a Permit to Construct 4401 Repair( ) Upgrade( ) Abandon( ) Complete System ❑Individual Components Location Address or of No. ��{7 �M4Pelnqrr Owner's Name,Address,and Tel.No.�dI Assessor's Map/Parcel G 6 a na.& i a�aY,� aS 77-6�9� Installer's Name.Address,and Te.No. Design is Name,Address,and Tel.No. e�ick '�asr' ZW -er 4 ASWKtfj1 Type of Building: Dwelling No.of Bedrooms Lot Size y9, 776 sq.ft. Garbage Grinder(LIP Other Type of Building No.of Persons Showers(.�,) Cafeteria( ) Other Fixtures Design Flow(min.required) 3t gpd Design flow provided gpd / Plan Date Cj — (2." (7' Number of sheets Revision Date Title Size of Septic Tank Type of S.A.S. Description of Sail 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 tl•_e 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 Health. Signed Date ,b ZL Application Approved by Date l LI Application Disapproved by Date for the following reasons Permit No. gal N — q p3 Date Issued 6 3 —ILI Fee No. I LI V / r---< THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: `* PUBLIC HEALTH DIVISIO.Nn TOWN OF BARNSTABLE, MASSACHUSETTS Yes fT �. Application for isoosAt 6pstem Constfuction.3permit t Application for a Permit to Construct( Repair,(, ) Upgrade( ) Abandon( ) [�Gomplete System ❑Individual Components' Loqation Address or Lot No._A- 7 Owner's�Name,Address,and Tel.No. �--____ . i3 Wh;s�Ilkprry yy� 1 Assessor's Map.Tarcel G 6 a/_n d (' Z i a ce el L, Installer's Name,Address,and Tel No. Design is Name,Address,and Tel.No. P I<<-/ C a tj sf W l� r r Type of Building: Dwelling No.of Bedrooms t5 Lot Size y9, 776 sq.ft. Garbage Grinder(U� Other Type of Building No.of Persons Showers(.) Cafeteria( ) Other Fixtures Design Flow(min.required) 3.�o gpd Design flow provided IS 511 gpd Plan: Date ;Number of sheets / Revision Date 1- 6- `Title \ Size of Septic Tank . Type of S.A.S. Description of Soi Nature of Repairs or Alterations(Answer when applicable) a - il,r - Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in 5 accordance with the provisions of Title 5 of the Environmenjal Code and not to place the system in operation until a Certificate of Compliance has been issued by this Board Health. Signed Date /b 17 15/ Application Approved by Date Application Disapproved by Date for the following reasons Permit No. p`G ' g d?2 Date Issued THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS Certificate of Compliance THIS IS TO CEIIRTIFY,that the On-site Sewage Disposal system Constructed(� Repaired( ) Upgraded C. ( ) Abandoned( )by l� e �LY O N �-� at 3 W h S f ry -1 een constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No.9 G I�(�yd 7 dated Installer ,A�^ 1�`Q->E c4o N Sr Designer U) a12p SSOI'tin ]rr: 4. 45 -5 #bedrooms Approved design flow _ 7 god Thee P issuance of thi emit shall not be construed as a guarantee that the system will feu cUio as designedt f� /1 Inspector / v, � - ..._. t , - ---- No.---a0/Ll-.� q'0��� --- -^.�,. .-._`- ------------- LL-_.--.----------- -,---�,------------Fee,---- / 50 -- THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION -BARNSTABLE,MASSACHUSETTS his al *pstem Construction Permit Permission is hereby granted to Construct( ) Repair( ) Upgrade( ) Abandon System located at IL/ S /t" lo er,-y r -r r,S Ib j S •`(S 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 co pleted within three years of the date of this permit. <�2 rI Date �� 'a >` Approved by 1 y . Town of Barnstable r -Regulatory Services Y., Richard V. Scali, Interim Director r &AAN�� Public Health Division�f Thomas McKean,Director `'} 200 Main Street,Hyannis,MA102601 Office: 508-862-4644 t Fax: 508-790-6304 Installer&Designer Certification Form Date: 0 p .Sewage Permit# , �'7 �, ' Assessor's Map\Parcel s �r Designer: CLWa`. '� S �p;► 'y 'S Installer: ��;�� j V , Address: ` ,c,. a ►`4 !Address: c3 r kcx -�'�c-�jt�l.� ' N1PC /may 4�/1�S„ �6 f ¢ p On 2 was issued a permit to install a (date) m aller) 4 . septic system at AIS Ir MSVU;10 O1`=; Vt based on a design drawn by n (add ess) j Ass,:acj dated (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 tannk.' Strip out (if required) was inspected and the soils were found satisfactory. I certify that the septic system referenced above was installed with major'changes (i.'e. greater than 10' lateral.relocation of the SAS or any vertical relocation of any component of the sepiic,system) but in accordance with State & Local Regulations. Plan revision or certified as-built;by designer'to,follow. Strip out(if required)was inspected and the soils were found satisfactory. _J I certify that the system referenced above was construc ce with the terms of the IAA approval letters (if applicable) 4 � D RREN 4 RX o. 11 --(Installer's Signature) 0 �I- esigner's Signature) (Affix Designer's Stamp Here) . r PLEASE RETURN TO BARNST LE PUBLIC HEALTH DIVISION. CERTIFICATE OF COMPLIANCE WILL NOT BE ISSUED UNTIL BOTH THIS FORM AND AS- BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLICHEALTH DIVISION. THANK YOU. n Q:\Septic\Designer Certification Form Rev 8-14-13.doc 1. F Town of Barnstable Department of Health,Safety,and Environmental Services { ' Public Health Division Date. Sl, 367 Main Street,Hyannis MA 02601 aAWMAarl4 NAM A soMud"� Date Scheduled , f lTl Time Fee Pd. �(� Soil Suitability Assessment for Sewage Disposal Performed By:tAtr SvI,W4n *10,h'N Q' ee' Witnessed By: l..ee Mdonnd + Dav;A 1,0 CAT�4 & GNERAL OFORMATIbN Location Address y13 Wh%SElebefry ,VQ Owner's Name tW;e_,%A(k 01. Ho,ie+der, `CRS i(Y�c.rs\ons /1'�;�� SChoo� i3o6 TR��� Address 7711 A Assessor's Map/Parcel: M2Z 0ZZ Engineer's Name 5v►YjvtaN C_n�neeri,�5 NEW CONSTRUCTION REPAIR Telephone N Sold `1ZY� '33�I`� Land Use ES l DE)XV 1 Slopes(%) Surface Stones A/0)) Distances from: Open Water Body rj-0O + R Possible Wet Area 156 + R Drinking Water Well + Drainage Way /Vk tt Property Line ZD R Other Al N n SKETCH:(Street name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands in proximity to holes) ell I ° r �°OW ® �� • 1 ,.o°w ',s• ,,, j5 �a 3• 3,e ,• 216 Lt t tq ' LO ►.p0 11n� ® � !4 � 39 1.04 k. 1:06� 40 \ �Z� . •s is 4 ee , � •� +� w.Tctts . i ��_ •• A �Ad �. .t •• F ac 90 Parent material(geologic)Wt /\S° -\ PAW Depth to Bedrock "50 +- Depth to Groundwater: Standing Water in Hole: 1 7.0'1 Weeping from Pit Face_A/N T Estimated Seasonal High Groundwater EL 410,7'. DE�'LN�IVIIATI11V FUR S ASOIALIG 'Vt�ATEIt 'AL : �t ,,.. Method Used: fir++ ` .... . . .. .... ...: IDepth Observed standing in obs.hole: 1?_ _in. Depth to soil mottles: 0 ki-A in. Depth to weeping from side of obs.hole: 1 2t"J in. Groundwater Adjustment(p.,7 R, Index Well rY 5>w?53 Reading Date:OCT,.Zeol Index Well,level _5Z• Adj.factor__ Adj.Groundwater Level PERCOLATION TEST Date Time Observation Hole N T t-1-1 Time at 9" Depth of Perc Time at 6" Start Pre-soak Time 2 u Time(9"-6") �Zr End Pre-soak rz M.t+ti Rate MinAnch < Z YY\\"�rl^ vallt Site Suitability Assessment: Site Passed ES Site Failed: Additional Testing Needed(YM) N Q Original: Public Health Divisibn,-, .; ;; Observation Hole Dat4b Be-Completed on 1 Bark Copy: Applicant .W..,.e�.,.?�.�"....+�a :_,r"'•:`.�.. tY 11UN HULk,LOG I-Tole# 1 Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) 4 (USDA) (Munsell) Mottling (Structure,Stones,Boulderes. % p -Xk4 Dtcornpo5t l� Z—U O I..EAvE:S 4F"INE LOAM S ID 115 5" s u wm `'I(a Wi,'iErl �,N�fI�J.J�6ft.E.•C:9 Zo" • DEEP QBSERYATION IOLE'LOG Hole# Z. Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes. % ?AR'ri`I PECAm�uyG� O' LEA "- \ NEEuIt� p- 8 A u)hmlRu►� �0 3 2 7 3 MIZU SWO I bNj Ni WkZEtt -cf I . E t I3SEItVATYUN T OI E:LOC Hoh # Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes. % ' I DEEP OB.SERVATLON HOLI'>LOG 0�4# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Bouldcres. % I Flood Insurance Rate Man: Above 500 year flood bounrlmy 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? yC If not,what is the depth of naturally occurring pervious material? _ Certification I certify that on ]',W&, \`1 5 (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 tra' g,expertise and a erience described in 310 CMR 15.017. Signature O Date �Q�OFtHEp��`O TOWN OF BARNSTABLE OFFICE OF MAO&sea BOARD OF HEALTH �et moo sM 367 MAIN STREET HYANNIS, MASS. 02601 -pc /13 Daniel C. Hostetter June 30 , 1988 86 Sand Point Osterville,MA. 02655 NOTICE TO ABATE VIOLAT_TONS OF TOWN OF BAR NSTABLE ARTICLE XXXIX: CONTROL OF TOXIC AND HAZARDOUS MATERIALS REGULATION The property owned by you located at Whistleberry Drive , Marstons Mills, MA. listed as parcel 137 on assessor map 46 was inspected on June 21 , 1988 , by Dale L. Saad, Coastal - Health Resources Coordinator for the Town of Barnstable, because of a complaint. The following violations of the Town of Barnstables' ARTICLE XXXIX. CONTROL OF TOXIC AND HAZARDOUS MATERIALS, were observed: Section 4• Unknown crystalline materials located on floor of trailer not stored in product-tight containers . The materials original packages have disintegrated. Materials are not protected from vandalism. Materials are located in a box-car trailer with its doors left open. You are directed -to hire a licensed hazardous waste transporter to properly repackage and properly dispose of the material. within ,24 hours of receipt of this notice . You may request a hearing before the Board of Health if written petition requesting same is received within seven .(7) days after the date the order is served. Non-compliance could result in a fine of $200 . 00 . Each day's failure to comply with an order shall constitute a separate violation. PE%,ORDE�� Of THE I30ARD OF HEALTH Thomas McKean Director of Public, Health TM/ds r 1 f 3' - 5'° 14' - 0" 28' 0". + f 14' - a°` I ® - I. �. P k r 0) zo O ' k i 1 ! d III I r i ADH305® ! AM D.1 ! i . I 1 AD9 W16 i AD9 WSO • I -' i 1 � I � � i # � � � � � � l � �' r 9 f. `j�'W�•ZyKe� � ;I e ❑ i { ; ca DINNING t _• _ _ 1 � , � � � � � f ! � ( I ! � ! f is �1 � � � ; � � � � � : � � ' � 36„xW, ® t: r 1 ( , ' 72"x SO"SLIDER. LIVING ROOM 72'x84"SLIDER ca OFFICE I I II o LL i ! i i I ,� i i MASTER LL o BEDROOM ADW28 ADH2844 03 II ° KITCHEN TLis . � © �' � ®1� — -. 'W.IC. ,MASTER BATH . .. � co . 00 t C r o BATH ADH2e4 12` Orr E s i LAUNDRY i ADW14411 x ® o { cu ADH2844 .._,! 14' - 0" 18' - 4" 10' - 01, • I O CL � � 11 • r I I (2)ADH2844 I s i BEDROOMI I . I I N I I IT _4" r r---l-------- ----J -----------------�, cu i i I C,LO. a; I LL I � a • I I I I BATH i Q I _ CD I I O I CLO. I '-----------� I I � PI t I I �L! - I' 4" J I I BEDROOM ❑- - r- _ _-___- co (2)ADH2844 I I I � I I i I cu L_ ———_ _ ——— ———- —— ———— ————— .-- ---———— —————- 14' — 0° 28' —0" 14' — 0'`1 a] r- .00 ca 04 i s a no STORAGE — + ' -. _ - .a-yy ° .. f • ` ! - � it STORAGE ! - �y. i i i a STORAGE _ 1 - o v60 • s 1 _ .X - 7 Cl J t - 1. Tp N � T' • � NP ' co 4-0 - .�.-....-...�,�....� ,�„ • cu V. CD LL� • - -_" .•'�"•_- =� -+•+e+a^"�a..uw.aiTia �Yrq"r..�_.�e:.-� i.��- _- _ �I I�II(�`�IIII EJ _ q I A4 { N r, . 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EXTERIOR WALL TYP 16"O.C. -2x6 STUDS aCi 16"O.C. -112"PLYWOOD SHEATHING VAPER BARRIER 6x6 WOOD POST -EXTERIOR SHINGLES 2x12 P.T.JOISTS @ 96" � 1'1-718"Tit -R=21 BATT IN�SULATIONI � .T O.C.,WITH 314"DECKING R=38 BATT INSULATION 16"O.C. First Floor -- -- - _ ®, _ 0�, --6x6 WOOD POST -EE—10'"FOUNDATION WALL `—2x6 PLATE ,r�ON.24"x12"FOOTING -y-5/8"DIA_ANCHOR BOLTS , 1 .0.F W13°"WASHERS,42"O_C: 4"LALLY COLUMN I " 3"x3'x1'2"CONCRETE TOP OF FROST WALL -=------ -------- ----- -- - ---,. FOOTING V-WABOVE SLAB 4'"CONCRETE SLAB ---- Basement ___ _ ___ 1 - 811 FROST WALL 48" vQ rr-I--- --- _ _ _,.� -- _ .. _ _.. Li BELOW GRADE UL I -- ------- --------- --- --- 0 . Cu co CL o N r Qy It C 2x12 RAFTERS a{g 16"O.C. c r I II II r co ou v G III rl i 2x12 RAFTERS @ 16"O.G. w 7 0==� M ZZ// ® 2x12 RIDGE 2x12 RAFTERS' 16"O.c. I N W a �. r l I --—�.a Zx12 RIDGE I W Ixi LL i l o N i • � � � � I� I� aOU,��� l - � . i ► V? 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'P { ('°,:'w >•' i;.,.,,L,tr. !`CwI d'^•.�, - .. mawl*TMo,**"waaaeuaM?M?cn u.iwt;;+xtw.avarm ,. t 'b -7 1 L.m. :L.v+« `;��!!.:r Fza•t�vr+av+cYKaranr,,,>�,�,:.xx ttzc�e•t, raw +S,ftesu '• � O $,c« �w&:+,a�-�,,.,� f fir• " �'�7("w��'+>�'GL45.'�' ..' :�:�L"2?" 1°;i' �y'=e�t`+�k°"°"°rn+°'"" ^�' �'�,.°�i0• i�.� ,e��« ' � .. �. � � '#'�" - -- -;a•""L9", '�; iH .�'xt� �G $�fS "" ',L7S3'':iWS >F:8>, t:.:,w�F rdwa,-««..- - ,•�,�,xl i. ... .�., .. ' l` .. `� Rx�F,t'Jw'i.Li,�u..�iGY.• uiCLt«,.fl'&�1 ,!7•� .,r z9,uwa"da, . II N INSTALL RISERS COVERS TO PIPES TO BE LAID LEVEL FOR DEEP OBSERVATION DOLE LOGS N WITHIN G" OF FINISH GRADE 2' OUT OF DISTRIBUTION BOX SEE PLAN VIEW FOR LOCATIONS DATE: OI - I -2014 P- 1426 w v _ TEST BY:. D. MEYER, RS * CSE WATER TEST D BOX FOR LOCUS m WITNESS: D. MIORANDI, Q IM HEALTH AGENT LEVELNESS * FLOW PERC RATE: < 2 MIN. / INCH O BASEMENT FLOOR EQUALIZATION O D- a EL. G 1 .0 z @ U DEEP OBSERVATION HOLE #I EL. 55.0 Q EL. EL. 56.0 solL - EL. SG.O DEPTH FROM SOIL SOIL COLOR SOIL °l p FROST 4 - - - 4" SCH - - - - - - - - - - - - - - - - - SURFACE HORIZON TEXTURE OTHER (MUN5ELL) MOTTLING WALL sCH 40 PVC 4o PVC TOP @ EL. 50.7 o 11 w 4" SCH 40 PVC O" - 8" A LOAMY SAND I 0YR4/2 PERC TEST 48„ I O ( ) ( -14" 2 500 GAL. PRECAST DRYWELLS H20) 8" - 24" B LOAMY SAND IOYRG/8 24 GAL. < 15 MIN, . O Q 0 � 24 - 1 35 C MEDIUM COARSE SAND 2.5YG/4 5G.00 52 5 I .00 BOTT 5 OM EL 48.0 INSTALL GA B 5 1 .23 @ IN OUTLET TEE __/ 50.00 ZONING DISTRICT: RF GROUNDWATER PROTECTION DISTRICT (GP) STATE APPROVED ZONE II PROTECTION ZONE INSTALL TANK D-BOX ' DEEP OBSERVATION HOLE #2 EL. 54.0 SALTWATER ESTUARY SALTW �� 6.5 ON 6 LAYER OF CRUSHED DEPTH STONE SOIL SOIL 501L COLOR SOIL FROM HORIZON TEXTURE (MUNSELL) MOTTLING OTHER ECAST BOTTOM OF TEST HOLE #4 SURFACE 1500 GALLON PR DB 6 11 .1 E L 4 .5 O - 8 A LOAMY SAND I OYR4 2 SEPTIC TANK (H 20) 8 - 24 B LOAMY SAND I OYR6/8 24" I C - 4 35 MEDIUM COARSE SAND 2.5YG/4 DEEP OBSERVATION HOLE #3 EL. 5 1 .0 DEPTH SOIL SOIL FROM SOIL COLOR SOIL OTHER HORIZON TEXTURE SURFACE (MUNSELL) MOTTLING 11 O - 9 A LOAMY SAND I - OYR4/2 9 37 B A PERC TEST 53 LOAMY SAND I OYR6/8 @ 70 \ ' 37" - 57" C I LOAMY SAND I OYRG/G 24 GAL. < 15 MIN. 57" - 108" C2 MEDIUM - COARSE SAND 2.5YG/4 DEEP OBSERVATION HOLE #4 EL. 50.5 DEPTH FROM SOIL 501L 501L COLOR SOIL - i r SURFACE HORIZON TEXTURE (MUNSELL) MOTTLING OTHER 70 /i � O" - 9" A LOAMY SAND I OYR4/2 9" - 37" B LOAMY SAND I OYRG/8 37" - 57" CI LOAMY SAND I OYRG/G 57" - 1 OS" C2 MEDIUM - COARSE SAND 2.5YG/4 \ / / NOTE: NO GROUNDWATER ENCOUNTERED IN ANY OBSERVATION HOLE GO r z3 � DESIGN DATA / _ r , \ o _ G i - / 1 , , DAILY FLOW: (3) BEDROOMS x I 10 GPD = 330 GPD \ / � /�� � EXISTING r % r , SEPTIC TANK: 330 GPD x 200% = GGO GPD Gel'G� , j_� \` / ELECTRIC USE: 1 500 GALLON PRECAST SEPTIC TANK TRANSFORMER DISTRIBUTION BOX: O USE: DB-G -� (G) OUTLET DISTRIBUTION BOX (H-20) 50 \ ` �P� �`c? b�� ��J/ � ♦ / / / `� \�� / I O' PAVED r / SOIL ABSORPTION SYSTEM: A5-BUILT / '�`/ APRON USE: (2) 500 GAL. PRECAST DRYWELLS (H-20) LINED #1 / �j ♦ LOCATION -� / •�.•�-'-.`�`` � �/`� PITCHED TO ; / w/4' OF DOUBLE WASHED STONE ALL AROUND \ \ \ OF SEPTIC / .�•.�' %� " r\ ROAD �TH#2 \ /.\ / // / SYSTEM / / '•�, . / ` /r \ i- CAPACITY: �'•,• / SBIDEEWALL: 7G x 2 x 0.74 = 1 12.5 GPD • / �_ r O OM• 13 x 25 x 0.74 = 240.5 GPD #3 � \ \�� / • / /♦♦ , / / •�.•�•• / ,,,,__ /� � ' TOTAL: � •` •`.\ ` \ � \� 5��=�`i•''• --cL.i r l 353.0 GPD o. 44* 1 . SEPTIC SYSTEM IS TO BE INSTALLED IN ACCORDANCE WITH F'�O� _--- �� 3 10 CMR 1 5.00: TITLE V 2. THIS SEPTIC SYSTEM IS NOT DESIGNED FOR THE USE OF A GARBAGE DISPOSAL. 3. THIS PLAN IS NOT TO BE USED FOR PROPERTY LINE DETERMINATION. 4. CONTRACTOR SHALL PROVIDE 48 HOUR NOTICE TO DESIGN ENGINEER FOR ANY REQUIRED INSPECTIONS. 47 2+ -____- / I �� �/ 52.5+ �` r' 5. CONTRACTOR TO BE RESPONSIBLE FOR THE LOCATION OF ANY LOT 4 7 \ / / i �� ,'' \` UTILITY, ABOVE OR UNDERGROUND, PRIOR TO ANY EXCAVATION EXISTING \ �/� OR CONSTRUCTION. CRANBERRY I ! 44.9 1 49775 .4 5 . F. - - - ' I BOG I ; + ; I 1 . 14 ACRES - + 52.4 Ile // ��� PAVED *I I� ��� �,/ I RUNOFF - ` ,,,•• i,- / I 42.4 / i o ; 51TE PLAN OF LAND z fop, �� PAVED 4 1 3 WI-11STLEBERRY DR., MARSTONS MILLS, MA + I / / .'' �'' / RUNOFF / �, -'4A t-A 48. 1 �, hBti PREPARED FOR ' rr , MICHAEL LAMBR05 + SCALE: _ i DATE: DRAWN BY: 47.2 \ / �,' �, 11��i I - 20 05-04-20 1 G TMW \ ' REVISION: 5HEET NUMBER: , i / / i' �i � � oe4 � .{ JOB NUMBER: 5 1 .7 / / ' ®, F. O 1 -108 5P-2 LI_I� WELLER A550CIATE5 GE�IEf� "'Ir'� P.O. BOX 4 1 7 CENTERVILLE, MA 02G32 ' / / \ //\ `�/ / ,'' ' i -' �� �j+,/ ✓1�' �r 30P,5i (Alt TELEPHONE: (508) 328-4G92 EMAIL: tri5weller@gma,Lcom 47.8+ // �/ i' ��\ REGISTERED LAND SURVEYORS ENVIRONMENTAL CONSULTANTS Traverse PC