Loading...
HomeMy WebLinkAbout0055 CHICKADEE LANE - Health 55 CHICKADEE LN BARNSTABLE ` A = 234 - 015 i Town of Barnstable r# d `7 IDepartinent'of Regulatory Services n n STAB Public Health Division Date (0 2f p .a3A ,�� 200 Main Street,Hyannis MA 02601 I'�a hlA�Ii _ sf` ._ 11C.0 Date Scheduled Time C X a Pd. t O(J 7M. C •. eD Soil SicitabilityAssessment for S age Disposal. o ek Performed By: ``�-�f 'vr G �`t S — `-7.� Witnessed.By: c LOCATION& GENERAL INFORMATION Location Address Owner's Namrici Q Address 15F AyVld4, p ' Assessor's Map/Parcel:. 2 '`� /M� GZO 4p 3 ! Engineer's Name n�1 Ol E�-ie\j W" /t^� NEW CONSTRUCTION REPAIIt _ Telephonel# �"p - 7•7113 10 / Slopes(Yo) "h© �-- Surface Stones AJ `+ Distances.from: Open,Water Body> I ft Possible Wet Area>ioe ft Drinking Water Well ✓ 44, r .w Drainage @Vay �1""' ft' Property Line ft Other ft . SKETCH,:(Streer name,dimensions of lot,exact locations of test holes&pere tests,locate wetlands in proximity to holes) ................... __ � I Q -rvzas� A.l C:'l..c Parent material.(geologic) Depth to.Bcdrock Depth to Groundwater. Standing Water in-Hole: Ale,il�:: Weeping from pit Paee 1U yrvZ tl , Estimated.Seasonal High Groundwater f. 4 DETE.RNUNATION FOR SEASONAL HIGH WATER TABLE Method Used Depth'Observed standing m obs:holey in, Depth to soil mottles: Depth to weeping frti rn side ofobs:hole:. in, 'Groundwater Adjustment tt, Index VA'ell# . . Reading.'Date: Index Welflevel `tom. rAgj,factor _ Adj:Growi'dwnterl.4vel PER.ir.."O1.Ar ION'TES Date— '1ime.,,,.e•0— Observation Hole# 1 Z" Time 90)" Depth ofPerc" 3,zJSc TLmc t6" �?— dF A S[art Pre-soak Time @ ® Time(911•6") End Pre-soak 1 Rate Min:JInch Z Site Suitability Assessment: Site'Passed Site Failed: Additional Testing Needed(YIN), Original: Public Health.I)Nision Observation Bole Data To Be Cotnpleted on'Back---------- ***If percolation test is ao-be conducted within,100' of wetland.;you musf,first notify the, Barnst<�tle Conservation Division at least one(1) week prior to beginning. Q:LS,EPTICIPERCrOR.M..bOE - DEEP OBSERVATION HOLE LOG Hole#, ('=,� Depth from Soil Horizon Soil Texture .Soil Color Soil Other Surface(in:) (USDA) (Munsell) Mottling, '(Structuie;:Stones;Boulders.. on i ten r veI 6 A sr,,d i o yh yiz Zy- k.e 03 10Yr4-57fr o-ci to C., t= rX, Sq-A Z.s-t 7/3 lb _��u Gz MQd S�► Z5y 6/1, DEEP OBSERVATION HOLE LOG Hole Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency.% rave 6 1$ Ft Ct jvkA 2:sy �6 DEEP OBSERVATION HOLE LOG Hole# Depth,from Soil.Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency. G DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. onj ten ra Flood Insurance Rate.Man: l Above 500 year flood boundary No_ Yes Witlun 50t).year boundary No Yes Within 10.0 year flood.boundary Nd "1 Yes. -_ o Depth of Naturally Occurring Pervious Material vi s material exist in all areas observed throughout the Does at least feat of naturally occurring per o .. D � area proposed for the soil absorption system? _,r�e f If not,what is the depth of naturally occurring pervious material'?. Certification � I certify that on '—(date)I have passed the soil evaluatorexamination approved.by the Department of Environmental Protection and that the above analysis was performed by me consistent with . the required ing,experti a and,experience described in 10,CMR 15,017. Signature �'` Date I' QASAPTICTERCFORM:DOC '* TOWN OF BARNSTABLE 't :OCATION_ ,�� i yje,eil Pee' 4� SEWAGE# VILLAGEz w = ASSE OR'S MAP&PARCEL _ Gvl� INSTALLER'S NAME&PHONE NO. SEPTIC TANK CAPACITY LEACHING FACILITY.(type) (size) NO.OF BEDROOMS 7 OWNER 100it 7-,y Q tII�4 PERMIT DATE: I COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet i Private Water Su 1 Well and Leaching Facility If an pp y; . g ty( y wells exist on site or-within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet FURNISHED BY o u /Ue��ga 1 1"ci�le a � � 4 , TOWN OF BARNSTABLE - LOCATION S,r `CCt-'C ga/ee SEWAGE# VILLAGE 9C-i^ ASSESSOR'S MAP&PARCEL 23 Y- INSTALLER'S NAME&PHONE NO. SEPTIC TANK CAPACITY LEACHING FACILITY:(type) 2 3'`Z50 �L C�0 ize) Z s NO.OF BEDROOMS 3 OWNER 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 facility) / _f# Feet FURNISHED BY 0,t o i x Fo-a rl 2 No. Fee �-CJ THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes Application for Misposal *pstem coTYB ttiott 'Permit Application for a Permit to Construct( ) Repair(Upgrade( ) Abandon( ) Complete System ❑Individual Components Location Address or Lot No. 7-3(-/ 97/S L o l Owner's Name,Address,and Tel.No. Assessor's Map/Parcel �� 5 w r , 5B Nk I N 421 6204cur—,PIA- 0 % Installer's Name,Address,and Tel.No, re 7-?C<r.�s-FJ Designer's Name,Address,and Tel.No. r Type of Building: �J Dwelling No.of Bedrooms i Lot Size sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) ��d gpd Design flow provided 3 Y�• gpd Plan Date Number of sheets Revision Date Title Size of Septic Tank f f d Type of S.A.S. 2 — SerU Description of Soil r Nature of Repairs or Alterations(Answer when applicable) �/! i t•4- /��'�W /S��y �yl/ram► /o.rr '�� Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of Compliance has been issued by this Board of Health. �7 Date Application Approved by Date / Application Disapproved b Date for the following reasons Permit No. Z I Date Issued �/ No. !�/� (J r Fee tQ9,� THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yess PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS 01ppYication for Misposal *pstrm Construction Permit Application for a Permit to Construct(, ) Repair(/pgrade( ) Abandon( ) ®Complete System ❑Individual Components Location Address or Lot No. 7- /$ _ o fo O er's Name,Address,and Tel.No. " 5 Assessor's Map/Parcell5iw(j ;. Installer's Name,Address,and Tel.No 4 Designer's Name,Address,and Tel.No. ' Type of Building: Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) gpd Design flow provided 3 gpd Plan Date Number of sheets Revision Date Title Size of Septic Tank Type of S.A.S. 2 40 Description of Soil Nature of Repairs or Alterations(Answer when applicable) •�/f>�� /y"C�a / _40 ' �j.G.c/ ')C a�,� i..✓J > �V �ic%y r��4 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 Healt ►�� ,r/w �� '""" � S igne .r f ,,,�'"� Date eir / Application Approved by i .t Date �i/�`/Z � __� r e Application Disapproved by// Date F for the following reasons Permit No.z 18 Date Issued ) THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY that the On-site Se age Disposal system Constru ted( i Repaired( Upgraded( ) Abandoned( )by �'��'�� ��� Ca..� r� i-k at �1 «'► -has been constructed in accordance with the provisions of Title 5 and th fo�rr Disposal System Construction Permit No.20I9yZ!51 dated 31 Installer / "'• � '� G/ e/� y ^ d Designer #bedrooms -3 Approved design,flow A gpd The issuance of this perms shall not be construed as a guarantee that the system will function as design d. r- Date QL Q t i� Inspector n No. 2- 18 � FeedP IC V®c THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS �I��losaY �pstettt �OnstCULtIDn �ertnit Permission.is hereby granted to Construct( ) Re air( ) U grade( ) Abandon( ) System located at � Cf1 i e- -e-e 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:Construettiori must be completed within three years of the date of this permit. Date (/� Approved by.. Town of Barnstable Ftt+e r �. .. .� ,.�. Regulatory S ervices Richard V. Scab Interim Director BARNSTAB Mnss. Public Health.Division �Fo ,ls Thomas McKean, Director 200 Main Street,Hyannis,"kVIA 02601. Office:: 508-8624644 Fax:- 508-790-6104 thstaller & Designer Certification Form. u Date: l6 . _( � Sewage Permit# Assessor's M.ap\Parcel Z3 1 �O Designer: r: riy`„�eer';n o� WO r'ktS' 1 ro►c: Installer: J'Px`j 0 0 Y\d t- .. L .�d _. :Address: Address: 1 Z (1�:�. 'C rb ss .�e T: On �r ��l�jJand �e ��aas i sued a.permt to install a (date) (installer) :septic system at ;.` C--Q°d %S4-41 . ased on a design,drawn by e'er 1 address) Eery 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 tank., S_ trip ot.4 (if required) was ;inspected and the soils' were found satisfactory. i T certify that the septic- system referenced above was Iinstalled with major changes (iz.. greater`than .10' lateral re.locati.on.of the:SAS or any vertical relocation of any component of the septic system) but in accordance with State &_.Local.:Replations: Plan revision or certified as-built by designer to follow. Strip out(if regraired) was`inspected and the sous were found satisfactory. I certify that`the system:referenced above wascon"struet " nce with the.terms` of the BA approva e p li e) �rMOF, 77 PETER T.; ¥, WENT EE CIVIL, (Installer's Signature) No.351Qg 9FG�STER�p Design:e'r's Signature) (Affix Designer. tamp Here): PLEASE RETURN .TO BARNSTABLE PUBLIC HEALTH DIVISION. CERTI.FICATE. 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:1Septic\Designer Ccrtificahon`Form- Re'v&14-13.doc $ t �Cx LEGEND N ——10—— EXISTING CONTOUR ' x 11.98 EXISTING SPOT GRADE se P C+nY —1Q --PROPOSED CONTOUR 2'ce oafs W - EXISTING WATER SVC. �a G EXISTING GAS SERVICE LOCUS ---e.ih OVERHEAD WIRES WETLAND SYMBOL Cranberry Ln WF-12 O WETLAND FLAG 12.13 PB 1724-PG 51 c rr' Sho/%w ® TEST PIT c A0 + BENCHMARK m d Or �er p/eOsont Pines Ave ' w 'rc e WF-5 9/Ue Woze< Or f' 48.17 , LOCUS MAP NOT TO SCALE FRESH WATER WETLAND ��01D.O/F-4 %� x 51.0y-y jc,/ 48.55 / / 0F� i ,csA x 54.21 / 1ILI ��a•/ / EXIS77NG CESSPOOL WF-:� i x 52,6 �' e TO BE PUMPED, FILLED • �• 4 75 i ! �'WITH SAND AND ABANDONED. WF-1�•�• .� / /S 04'53'40" W Z I 0, / / 11a:00' S 0/ / 0 /// / x 58.92 ( �62.01 — �� / x 55.Z1 0 1 ���,• V. ) I 61.36 •0JF/r / 60.02- x { .��/ I i >/63.12 59.03 l I 1 / '58,21 S , I 0 1. �n x 599887 - _ _ s NSE PORCH _ ,--=_- , x 63.39 I z 1 + x) 59!63 00 � w � W HOUSE(#55) I x�61,87 ? T.O.F.=61.0t 59 56 I m I 59.33:- \ I \ J I U) 581 72F PROP. SEWER INV.=54.8t ` ' I 59.19+ < \ 0'-= 58.85 ` x + WALK , 000 59.21 S8,52� 1 59.59 v 1 `� •�•�• bt_, PROPOSED 00 O N 6' �P��� of Mgss9c goo �.� �SEPTIC TANK \ � �o y� �.�F ER LINE ,.�• o PETER T. a r �2'5-7 MEE' . : . — m' CIVIL: 35109P LOT 36 N c s o 15,A55 ±SF ?-TROP. S.A.S. 156.62 3 1�r '54.1 25 -I 55.72 \ 57, 8 N 04'53'40" E INSTALL VENT IF 117.00' 0 \\ DEPTH EXCEEDS 3' , 53,59 edge of 54.47 Pavement g9J PK SET 58.21 PK SET 57.47 53.40 BENCHMARK-2 BENCHMARK-1 MAGNE77C NAIL SET CHICKADEE LANE MAGNE77C NAIL SET EL.=53.40 EL.=57.47 .PAN REVISION 8/10/18 A SAS LOCATION AND INVERTS. PARCEL ID: 234-015 FEMA FLOOD DESIGNATION MAP NUMBER: 25001CO562J PROPOSED SEPTIC SYSTEM UPGRADE PLAN EFFECTIVE DATE: JULY ,s, 2014 Zone X 55 CHICKADEE LANE, BARNSTABLE, MA WETLAND CONSULTANT OWNER OF RECORD .Prepared for: Kathleen O'Shea, 158 North Street, Norfolk, MA 02056 SABATIA, INC. OW ER MARTIN J & Engineering by: SCALE DRAWN JOB. NO. 21 Observatory Ln " Pocasset, MA 02559 KATHLEEN Engineering Works, Inc. t =20' P.T.M. 183-18 (508) 563-5349 158 NORTH STREET 12 West Crossfield.Road, Forestdole, MA 02644 DATE CHECKED SHEET NO. NORFOLK, MA 02056 (508) 477-5313 6/30/18 P.T.M. 1 Of 2 NOTE: TO PREVENT BREAKOUT, THE PROPOSED FINISH GRADE SHALL NOT BE < EL: 54.0 FOR A DISTANCE OF 15' AROUND THE SEPTIC TANK PROPOSED D-BOX PERIMETER OF THE S.A.S. INSTALL RISERS & COVERS OVER INLET & INSTALL RISER & COVER PROPOSED S.A.S. OUTLET AND SET TO 6" OF FINISH GRADE SET TO 6" OF GRADE INSTALL RISER .& COVER OVER ONE CHAMBER AND T.O.F.=61.0t SET TO 3' OF F.G. TO SERVE AS INSPECTION PORTS F.G. EL.=59.2f F.G. EL.=59.0t �- F.G. EL.=57.8t F.G. EL.=57.Ot L = 12' o S=t% (MIN.) L = 4' L = 7' 4"SCH40 PVC ® S=1% (MIN.) ® S=1% (MIN.) 4'SCH40 PVC 4"SCH40 PVC 2" LAYER OF 1/8" TO 1/2" 6" DOUBLE WASHED STONE 10"1 " 6 aaaEaaa (OR APPROVED FILTER FABRIC) 14' ease®aa INV.=56.11 48" LIQUID Oman®B® -3/4- TO 1-1/2- DOUBLE LEVEL ADD PROPOSED 4' 4.8' 4' WASHED STONE GAS BAFFLE INV.=55.82 _ INV.=55.65 INV.=55.86 �� EFFECTIVE WIDTH = 12.8' 3 OUTLETS INV.= 53.50 PROPOSED SEPTIC TANK 2-500 GALLON LEACHING CHAMBERS SURROUNDED WITH STONE AS SHOWN [CONNECT TO NEW 4" SCH 40 PVC SEWER H-10 RATED AT HOUSE AT, OR ABOVE. INV.=56.80 TOP CONC. ELEV.= 54.3t NOTES: BREAKOUT ELEV.= 54.00 1) CONTRACTOR SHALL VERIFY ALL EXISTING PIPE INV. ELEV.= 53.50 WON al aa96 aa9a INVERTS, PRIOR TO INSTALLATION. ®ease aa6aa a9aa aaaaa 2) SEPTIC TANK & D-BOX SHALL BE SET LEVEL AND BOTTOM ELEV.= 51.50 TRUE TO GRADE ON A MECHANICALLY COMPACTED 4' 2 X 8.5=17.0' 4' . SIX INCH CRUSHED STONE BASE, AS SPECIFIED 4' OF NATURALLY OCCURRING EFFECTIVE LENGTH = 25.0. IN 310 CMR 15.221(2). PERVIOUS MATERIAL W) ABOVE G. . 3) INSTALL INLET & OUTLET TEES AS REQUIRED. 5' (MIN. LEACHING SYSTEM SECTION 4) GAS BAFFLE TO BE INSTALLED ON OUTLET TEE BOTTOM OF TP, EL.=43.9 _ AS MANUFACTURED BY TUF-TITE, ZABEL OR EQUAL. (NO GROUNDWATER) 5) TANK MAY BE SET HIGHER IF INTERIOR PLUMBING MODIFICATIONS ALLOW. SEPTIC SYSTEM PROFILE GENERAL NOTES: 1. ALL CHANGES TO THIS PLAN (MUST BE APPROVED BY THE LOCAL BOARD OF HEALTH AND THE DESIGN ENGINEER. 2. ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS OF THE STATE ENVIRONMENTAL CODE, TITLE V, AND ANY APPLICABLE LOCAL RULES AND REGULATIONS, EXCEPT AS REQUESTED BELOW: 3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR TO INSPECTION AND APPROVAL BY THE BOARD OF HEALTH AND THE DESIGN ENGINEER. 4. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING SOIL LOG FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN ENGINEER BEFORE CONSTRUCTION CONTINUES. DATE: JUNE 29, 2016 (REF#15,704) 5. ALL ELEVATIONS BASED ON ASSUMED DATUM. SOIL EVALUATOR: PETER McENTEE PE(SE#1542) 6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF WITNESS: DONALD DESMARAIS R.S.HEALTH AGENT THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF ELEV. TP-1 DEPTH ELEv. TP-2 DEPTH HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION. 56.5 0' 56.4 011 7. WATER SUPPLY PROVIDED BY TOWN WATER SERVICE. FILL FILL 8. THERE ARE NO WELLS WITHIN 150' OF'THE PROPOSED S.A.S. 55.0 A A 18„ 54.9 18" 9. ALL AREAS CLEARED FOR CONSTRUCTION SHALL BE RESTORED AS LOAMY SAND LOAMY SAND AGREED UPON BY OWNER AND CONTRACTOR OR AS OTHERWISE 54.5 B 10YR 4/2 24„ 54.0 B 10YR 4/2 29„ DIRECTED BY THE APPROVING AUTHORITIES. 10. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY LOAMY SAND LOAMY SAND THE LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING 10YR 5/8 10YR 5/8 CONSTRUCTION. 53.2 40" 53.2 38" C1 C1 pERC 11. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL UNSUITABLE SOILS FINE SAND FINE SAND 32"/50" IN THE AREA BENEATH AND FOR 5' ON ALL SIDES OF THE S.A.S. AND 2.5Y 7/3 2.5Y 7/3 REPLACE WITH CLEAN SAND AS SPECIFIED IN 310 CMR 255(3). 48.5 96" 48.4 C2 C2 96" 12. AREAS REQUIRING STRIPOUT OF UNSUITABLE MATERIALS SHALL BE INSPECTED BY DESIGN ENGINEER PRIOR TO BACKFILL. MED. SAND MED. SAND 13. THIS PLAN IS TO BE USED FOR SEPTIC SYSTEM PURPOSES ONLY AND 2.5Y 6/6 2.5Y 6/6 NOT CONSIDERED TO BE A PROPERTY LINE SURVEY. 14. THE ENGINEER IS NOT RESPONSIBLE FOR ANY UNDOCUMENTED SEPTIC 44.0 150" 43.9 150" SYSTEM COMPONENTS NOT SHOWN ON THE PLAN PERC RATE <2 MIN/IN. ("C" HORIZONS). NO GROUNDWATER ENCOUNTERED DESIGN CRITERIA NUMBER OF BEDROOMS: 3 BEDROOMS SOIL TEXTURAL CLASS: CLASS I (LOADING RATE=0.74 GPD/SF) DESIGN PERCOLATION RATE: <2 MIN/IN DAILY FLOW: 330 GPD DESIGN FLOW: 330 GPD GARBAGE GRINDER: NO-.not allowed with design LEACHING AREA REQUIRED: (330 GPD) = 445.9 SF .74 GPD/SF PROPOSED SEPTIC TANK: 1500 GALLON CAPACITY PROPOSED D-BOX: 1 INLET, 3 OUTLET (MINIMUM), H-10 RATED PROPOSED SEPTIC SYSTEM UPGRADE PLAN USE 2-500 GALLON LEACHING CHAMBERS IN SERIES 55 CHICKADEE LANE, BARNSTABLE, MA SURROUNDED BY DOUBLE WASHED STONE ON ALL SIDES SIDEWALL AREA: 2(12.8' + 25.0') X 2 = 151.2 S.F. Prepared for: Kathleen O'Shea, 158 North Street, Norfolk, MA 02056 BOTTOM AREA: 12.8' x 25.0' = 320.0 S.F. Engineering by: SCALE DRAWN JOB. NO. TOTAL AREA:..........................................................I.... 471.2 S.F. Engineering Works, Inc. N.T.S. P.T.M. 183-18 12 West Crossfield Road, Forestdole, MA 02644 DATE CHECKED SHEET NO. DESIGN FLOW PROVIDED: 0.74 GPD/SF(471.2 SF) = 348.7 GPD (508) 477-5313 6/30/18 P.T.M. 2 Of 2 s