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0237 SEAPUIT ROAD UNIT #A - Health (2)
237-Seapuit Road (Oster,Ville T ,A = '095 014 �t 0 I I i FROM :RJ Bevilacqua Construction FAX NO. :508-833-6359 Mar. 30 2006 01:27PM P1 MAR-03-2006 01 :50 PM Pesce Engineering 508 7430211 P. 02 FPM :RJ Bievi laor;ua C,anstructian FAX ND. Mar. BZ 20% 08:Saw P? To". of Boroftble jte�nl�tory Sa*i es 1sI•.ar•if.examw,Dbador Ptb&Ek"DONSS 7�r D�.ear UN Mob Rook lWmmY,MA IM al as Pat 50&79or w b� Y . 2LErA 61d iYr�MIOd• !b i>e�e11 iL a bind aIn a dew,dmwa by dMed goal 40 i �■t��tls�lialo•d abate rhs baal�ed t� �MY�m�/ tls mimt a! /lxtlt�Rd1+ ri1 taiootioa ofthe l �eooed nbo�%• WNW aril m howa i���!��i ate 8A9 cr wAfod�vcrioa aE�r ir�o 6�i�needd�der ash��Trooal P'41n i�ioea ae •� aw Umqrmb -INOF EDWARD L. PE6CE CIVIL w No.3ml 1sT a� ONAL E TOWN OF BARNJ'1"LL LOCATION 2'3 / SL4XC-, SEWAGE # VILLAGE O's r ���� _ ASSESSOR'S MAP & LOT Qq5Q N INSTALLER'S NAME&PHONE.NO. � SEPTIC TANK CAPACITY c�S�a�.r/ �� / �r° ✓�C�4h,�z� LEACHING FACILITY: (type) 4.x—e4 G44-- ize) ?a 12 K.,Z NO. OF BEDROOMS 6 ER OR OWNER S�I�✓�} � S:Iw�;Lj PERMITDATE: 7 '/y was COMPLIANCE DATE:—g75-7 W 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) Feet Furnished by UV r gas II 1 Town of Barnstable t Board of Health P.O. Box 534,Hyannis MA 02601 i Office: 508-862-4644 Susan G.Rask,R.S. FAX: 508-790-6304 Sumner Kaufman,MSPH Wayne Miller,M.D. July 14, 2005 Mr. Ronald Sylvia 1284A Main Street Osterville, MA. 6 RE., 237 SeapurtAoad,`Osterville A 95-14A Dear Mr. Sylvia, You are granted permission to construct an onsite sewage disposal system designed to be connected to nine bedrooms at 237 Seapuit Road, Osterville. The septic system shall be constructed in accordance with the submitted plans dated June 3, 2005. Sincer y ours, W yne ller,M.D. C airman BOARD OF HEALTH TOWN OF BARNSTABLE Q:HEALTH/WP/bedrooms Seapuit Partners, LLC 3 Skidaway Village Savannah, GA 31411 } i June 21, 2005 Town of Barnstable Health Division 200 Main Street Hyannis, MA 02601 : Attn: Health Board` RE: 237 Seapuit Road Dear Health Board Members, Seapuit Partners, LLC hereby authorizes Edward'L. Pesce,'PE,,and Pesce Engineering'and Associates, to represent out interests in the aforementioned property-at the July 12th Health Board hearing with regards to the attached request foureissuance of the septic permit. ' Don't.hesitate to call with questions or comments @ 508-420-0226. Truly Yours, Floyd J. Silvia Partner cc: Edward L. Pesce, PE f , t . f ®�4FIE p DATE: wv N] t;IEEE' 1-1. — • BARNSTABLE, � �.r r � hfASS. �APeaMai���� ?P05 JUN"II P�Y' ®w o arnst�. 1 SCHED. ,DATE'a Board of-Health DIVISIOW 200 Main Street,Hyannis MA 02601 Office: 508-862-4644 �9ih Susan G.Rask,R.S. FAX: 508-790-6304 Sumner Kaufman,M.S.P.H. Wayne A.Miller,M.D. F UEST FORM. LOCATION Property Address: . Z 3 '7 Assessor's Map and Parcel Number: �S .�`�� Size of Lot: Wetlands,Within 300 Ft. Yes Business Nam Name: No Subdivision APPLICANT'S NAME: S 1Ee4e✓l T 1pAfe,7'w t e.s'.. e- L ' Phone Did the owner of the property authorize you to represent him or her? Yes No PROPERTY OWNER'S NAME CONTACT PERSON Name: S '�i� /e v�e.9�✓�✓vS� 4 L c- Name: R.AI a 41j� 77. X I&V/"C;L- Address: 3 XA"P 41` Address: i z F `1�4 .ate-��/s T, ds T ✓�G G Phone: a,q 3 i 'f i Phone: ~Y-c4 -o Z Z. 6 VARIANCE FROM REGULATION(List Reg.) REASON FOR VARIANCE(May attach if more space needed) NATURE OF WORD: Checklist (to be completed by office staff-person receiving variance request application) Please submit copies in 4 separate completed sets. Four(4)copies of the completed variance request form _✓ Four(4)copies of engineered plan submitted(e.g.septic system plans) 11 Four(4)copies of labeled dimensional floor plans submitted(e.a.house plans or restaurant kitchen plans) Signed letter stating that the property owner authorized you to represent him/her for this request Applicant understands that the abutters must be notified by certified mail at least ten.days prior to meeting date at applicant's expense (for Title V and/or local sewage regulation variances only) d}- Full menu submitted(for grease trap variance requests only) Variance request application fee collected (no fee for lifeguard modification renewals, grease trap variance renewals [same owner/leasee only], outside dining variance renewals [same owner/leasee only], and variances to repair failed sewage disposal systems [only if no expansion to the building proposed]) F Variance request submitted at least IS days prior to meeting date VARIANCE APPROVED Wayne A.Miller,M.D.Chairman NOT'APPROVED Sumner Kaufman,M.S.P.H. REASON FOR DISAPPROVAL Susan G.Rask,R.S. .� Z Q:\HEALTH\Application Forms\VARIREQ.DOC f TOWN OF BARNSTABLE LOCATION 2-3 2 S`C'.G r,e'� 9 ?' SEWAGE # VILLAGE CAS r�'�� ASSESSOR'S MAP & LOTV INSTALLER'S NAME&PHONE NO._Q �'S Yaf_,101' -eOiv SEPTIC TANK CAPACITY LEACHING FACILITY: (type) C_0,!�� red (,4r-- ize) FOX' 1-3 X- NO. OF BEDROOMS ( DER OR OWNER S�'��'✓� d S:Iv'%4 PERMITDATE: 7 COMPLIANCE DATE: ght 6 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) Feet Furnished by Lv spa I: r9l alai � s Gus 6 �� &31 �r f f. No. �vJ r 3(� I� y , Li 7/l2. Fee f� Tl" OMMONWLALTH OF MAS§AC LTS Entered in computer: AZ Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTAB.LE., MASSACHU'SETTS Apphration for Miqu al *pg;tem Construction Permit Application for a Permit to Construct(Repair( )Upgrade( )Abandon( ) O Complete System O Individual Components Location Address or Lot No. 2 157 Owner's Name,Address and Tel.No. ,0 a4�iD� Assessor'sMap/Parcel Installer's Name,Address,and Tel.Noss^ Designer's Name,Address and Tel.No. Type of Building: Dwelling No.of Bedrooms Lot Size /3.64e— .scj--€+, Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow gallons per day. Calculated daily flow_j 7 gallons. Plan Date 3T Number of sheets r Revision Date 3, Title -,2►rj;. F>/Acj ��Pzjr r 26LrPjSi Z�3'7, Size of Septic Tank i a Type of S.A.S. Description of Soil q c 62f l a f 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 m in operation until a Certifi- cate of Compliance has been i d y this B and . Signedft"m Date Application Approved by tw. Date 7`'20'--r,-V A Application Disapproved fo the following reasons Permit No. xw Date Issued s � No. 0 3y� e�zJ i r - ej y✓ " fit., ii YA", G / Z Fee , .a -7-'A000MM0NWvA, 0, - MASSACHI"�ETTS "" f Entered in computers V z PUBLIC HEAL+DI ION TOWN OF-BARNSTABLE,, MA SACHUSETTS YES � ,ica font for ig ogaY �p�tent Cougtruttion Vermit Application fora Permit to Construct(Repair( )Upgrade( )Abandon( ) O Complete System ❑Individual Components 4 Location Address or Lot.No.2 7 '50A P J j4' €" Owner's Name,Address and Tel.No. y `'.� 4h'Y"�t/1a..L.tC �j -y�t�J?� �,,Fl`.1<Tix•1�-,�:`� C..t.�. t� Assessor's Map/Parcel 44 ,,P 'at -Installer's Name,Address,and Tel. Designer's Name,Address and Tel.No. ' /�A a2�'�91 Type of Building: Dwelling No.of Bedrooms, Lot Size/ --krft. Garbage Grindervf ( ) , Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow r 9 96. gallons per day. Calculated daily flow gallons. Plan Date Number of sheets Revision Date Title ��doap �' ..�t Tim Jf�s� - ' l�: d J r PAO-r/y 2�7 'l am✓/I' �P. Size of Septic Tank i--5 Type of S.A.S. J Description of Soil, 0)2u G �^� � '1-1. . Nature of Repairs or Alterations(Answer when applicable) r Date last inspected: Agreement: i 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 th*::Date in operation until a Certifi- cate of Compliance has been i sued by this B�oard,.,�f-Health. 1 , , n �v Signed t t Date Application Approved by 7-2G-c, s `� pplication Disapproved for the following reasons f Permit No.,2UU r- 3 Date Issued -----o ' -------------------------------- THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS � (Certificate of (Compliance THIS IS TO CE�jTIFY, that the On-site Sewage Disposal System Constructed OC)Repaired ( )Upgraded( ) Abandoned( )b�Y C��v�/°t at a 1? -7 P _has been constructed in accordance with the provisions of Title 5 and the for Disposal System_ Construction Permit No.� f/(iS -3 yy dated 7 Installer Designer The issuanc oft is permits a 1 not onstrued as-a guarantee that the lst�ewidl functi desi ed. Date • Inspector r r1 a No. °c GU r 3t�t.,/ ---------------- -------Fee / --- / THE COMMONWEALTH OF MASSACHUSETTS 4 PUBLIC HEALTH DIVISION - BARNSTABLE., MASSACHUSETTS. + ;Di5po5al *pgtem Con!9truction Vermit Permission is hereby granted to Construct(\C))Re air( )Up rade( )Abandon( ) System located at 3 711 wi usn �� and as described in the above Application for Disposal System Construction Permit. The applicant recognizes his/her duty to ° ,N comply with Title 5 and the following local provisions or special conditions. f Provided:Conr9c, ction must be completed within three years of the date of t� erm 0 J Date:_,_ U Approved by t JAN-30-2006 04 :02 PM P. 01 PES' E ENGINEERING AND ASSOCIATES 451 Raymond Road Plymouth, MA 02360 Phone/Fax 508-743-9206 acsimile Transmittal Sheet TO: FROM: COMP C � L DATE: tg�jll FAX NUMBER: ""����jjam�// NO. OF PAGES INCLUDING COVER: 29n "'-6 SUBJECT: 23 5g--p A pt*;I pz ' ❑ UR6{ENT *FOR REVIEW ❑ PLEASE COMMENT ❑ PLEASE REPLY V� sg,Q 9-10 c� n Y.. f JAN-30-2006 04 :02 PM P. 02 PESiCE"ENGINEERING AND ASSOCIATES 451 Raymond Road Plymouth, MA 02360 'hone 508-743-9206 Fax 508-743-0211 epesce@adelphia.net January 30, 2006 Mr. David Stanton Town of Barnstable Board of Health 200 Main Street Hyannis, MA 02601 SUBJECT: Sewer E'1edtor Pump for Proposed Pool House, 237 Seapuit Rd., Osterville Dear Dave, Attached are the manufacturer's data sheets and specifications for the Barnes pump Model # SE411, for use at the proposed pool house at 237 Seapuit Road. This pump is meant to lift and move;the accumulated wastewater form the pool house to the proposed 1000-gal. pump chamber, which will then feed to the proposed 2,500 gallon septic tank serving the.property. The pump not a grinder pump, but is a non-clog pump capable of handling up to 2" spherical solids. From the attached pump curve, for approximately 7 feet of head (max. that it will have to pump), and a 4.25" impeller diameter, the flowrate is 55 gallons/minute. Thank you for your help and please call if you have any additional questions. Sincerely, Edward L. Pesc:e, P.E. cc: Mr. Ron Silvia JAN-30-2006 04 :03 PM P. 03 BARNES" SE , nREPLACES is SUBMERSIBLE NON-CLOG PUMPS 2" Spherical Solids Handling Specifications DISCHARGE: 2"NPT,Vertical LIQUID TEMPERATURE: SE411: 77°F (25°C)Continuous. SE421: 104°F(40°C)Continuous. VOLUTE: Cast Iron ASTM A-48, Class 30. MOTOR HOUSING: Cast Iron ASTM A-48,Class 30. SEAL PLATE: Cast Iron ASTM A-48,Class 30. IMPELLER: Design: 2 Vane,Open,With Pump Out Vanes On Back Side.Dynamically Balanced, ISO G6.3. Material: Cast Iron ASTM A-48,Class 30. SHAFT: 416 Stainless Steel. SQUARE RINGS: Buna-N HARDWARE: 300 Series Stainless Steel. PAINT: Air Dry Enamel. SEAL: Design: Single Mechanical, Oil-Filled Reservoir, Secondary Exclusion Seal. Material: Rotating Face-Carbon Stationary Face-Ceramic Elastomer-Buna-N Hardware-300 Series Stainless CABLE ENTRY: 15 ft. (5M)Quick Disconnect Cord w/Plug On 115 Volt,Pressure Grommet For Sealing And Strain Relief. SPEED: 1750 RPM (Nominal), Series: SE .4 HP 1750 RPM UPPER BEARING: /SE411 8� SE421 Design: Single Row,Ball 1 ) Lubrication: Oil Load: Radial Manual & Automatic LOWER BEARING: Design: Single Row,Ball Lubrication., Oil Load: Radial&Thrust MOTOR: Design: NEMA L Torque Curve. Completely sp®Canadian Standards Association Oil-Fined, Squirrel Cage Induction. File No. LR16567 Insulation: Class B. SINGLE PHASE: Permanent Split Capacitor(PSC). Includes Overload Protection In Motor. V` Underwriters Laboratories Inc.® FLOAT AUTOMATIC MODELS: Fife No.E142177 A-Wide Angle,PVC,Mechanical, 15ft(SM),Cable w/Piggy-Back Plug, N/O. Description: AU -Wide Angle,Polypropylene, p Mechanical, N/0, Integral to pump. SUBMERSIBLE NON-CLOG SEWAGE PUMP ON and OFF Points Are Adjustable. DESIGNED FOR TYPICAL RAW SEWAGE VF-Vertical Float,PVC, Snap Action, APPLICATIONS. 15ft(5M),Cable,w/Piggy-Back Plug. OFF Point only is Adjustable. OPTIONAL EQUIPMENT: Seal Material,Additional Cable and Cast Iron Impeller. Sample Specificatiuns:Section 1 Page 3. CRANE PUMPS s SYSTEMS I Man Lexington Ave. Pique, Third Ohio 45356.0 Box 603 Br West Drive A Crane Co.Company Mansfield,Ohio 44907-2674 Piqua,Ohlo 45356.0603 Brampton,Ontario Ph:(937)778-8947 Ph:(937)778-8947 Canada L6T 2J6 Fax:(419)774-1530 Fax:(937)773-7157 Ph.(905)457-6223 swim www.barnespumps.com www.crenepumps.com Fax:(905)457-2650 JAN-30-2006 04 :03 PM P. 04 F 1B 2 1S 2198 SE411VF SE411 &SE421 (Less Float), SE411AU, SE421AU SE411A 10.75 io.75 10.75 . m -1.56 1n) ;,32 jiaj 2n) tile) Ib) t (tile 1(40) 152) 3,ee ° ti!86b 2.� + (oil -- O ai �g� O I95) 7.75 7.75 7.75 (497) (197) kid i MIN®ruiw NG i I MAN®PUW9,INC. MWJ®RII+Pe.IAt. i , J I I 1 1 (426 (4i6) 6-7 0.73 � (222) 5.00 5.00 2.75(117) 1(127) (1 r) 41r1�'O1i (701 i MODEL PART HP VOLT PH RPM NEMA FULL LOCKED CORD CORD CORD NO. NO. (NOM) START LOAD ROTOR SIZE TYPE O.D. CODE AMPS AMPS SE411 096747 0.4 115 1 1750 C 12.0 19.0 14/3 SJTOW-A 0.375 SE411A 096748 0.4 115 1 1750 C 12.0 19.0 1413 SJTOW.A 0.375 SE411AU 096749 0.4 115 1 1750 C 12.0 19.0 1413 SJTOW-A 0.375 SE411VF 100836 0.4 115 1 1750 C 12.0 19.0 1413 SJTOW-A 0.375 SE421 096750 0.4 230 1 1750 C 6.2 13.0 1413 SJTOW-A 0,375 SE421AU 096751 0.4 230 1 1750 C 6.2 13.0 14/3 SJTOW-A 0.375 Mechanical Switch on SE-A,Cable 16/2.SJOW-A,Piggy-Back Plug. Mechanical Switch on SE-AU,Cable 14/2.SJOOW-A(UL),SJOW(CSA). Vertical Switch on SE-VF,Cable 1612,SJOW-A(UL),SJOW(CSA),Piggy-Back Plug. IMPORTANT I 1.) PUMP MAY BE OPERATED"DRY"FOR EXTENDED PERIODS WITHOUT DAMAGE TO MOTOR AND/OR SEALS, 2.) THIS PUMP IS APPROPRIATE FOR THOSE APPLICATIONS SPECIFIED AS CLASS 1 DIVISION II HAZARDOUS LOCATIONS. 3.) THIS PUMP IS NOT APPROPRIATE FOR THOSE APPLICATIONS SPECIFIED AS CLASS 1 DIVISION I HAZARDOUS LOCATIONS. <) CC RDANCE WITH THE NATIONALDECORAnELECTR INS CVE ACODE OR NSIATER FEATURES N PA 0 AND/OR TH�v,)AUE VISUALFOR ENJOYMENT INSTALLATIONS SUCH AS THORITYHAVING JURISDICTION.THIS PUMP IS NOT INTENDED FOR USE IN SWIMMING POOLS,RECREATIONAL WATER PARKS,OR INSTALLATIONS IN WHICH HUMAN CONTACT WITH PUMPED MEDIA IS A COMMON OCCURRENCE, ICRANEJPUMPS &SYSTEMS A Crane Co.Company 1485 Lexington Ave. 420 Third Street/P.O.Box 603 83 West Drive Mansfield,Ohio 44907-2674 Piqua,Ohio 46356.0603 Brampton,Ontario Ph:(937)778-8947 Ph:(937)778-8947 Canada L6T 2J6 Tagil Fax:(419)774-1530 Fax:(937)773-7157 Ph:(905)457-6223 www.barnespumps.com wwal,cranepumpS.Com Fax: (905)457-2650 twAlel 1 ■■a■fffffsana■soaffSTANDARD IMPELLER SIZE �afflff■ff■■f■ff ■■■■■■■■■■■■■!■■■■■■■■■■■■■■■■■■■■■ ■■■/■■fofsfsosffss■■off■/f■■f■■f/ss 5.• . ■■■/f■■■■■■/sf■■■■■■noon■loon■noon■ 1•. ■■!■■■■E■■■■!■■OE■■■EEEM■MN■■■■■■■■ no ■!■■■■■e■■■■■■■■■■■■■■■■■■■■■ \■ ■■■■■■■!■■■■!■■■■■■■■■■■■■■■■ ■ •!■■■■■■■s!■■■■■■■■■■■■■■■■■■ !. 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This pump is meant to lift and move the accumulated wastewater form the pool house to the proposed 1000-gal. pump chamber, which will then feed to the proposed 2,500 gallon septic tank serving the property. The pump not a grinder pump, but is a non-clog pump capable of handling up to 2" spherical solids. From the attached pump curve, for approximately 7 feet of head (max. that it will have to pump), and a 4.25" impeller diameter, the flowrate is 55 gallons/minute. Thank you for your help and please call if you have any additional questions. Sincerely, Edward L. Pesce, P.E. cc: Mr. Ron Silvia l f B ARNES SE SECTION 1 B PAGE 1 SUBMERSIBLE NON-CLOG PUMPS DATE 11102 2" Spherical Solids Handling REPLACES 6/02 Specifications DISCHARGE: 2"NPT,Vertical LIQUID TEMPERATURE: SE411: 77"F(25"C)Continuous. SE421: 104"F(40"C)Continuous. VOLUTE: Cast Iron ASTM A-48,Class 30. MOTOR HOUSING: Cast Iron ASTM A-48,Class 30. SEAL PLATE: Cast Iron ASTM A-48,Class 30. IMPELLER: Design: 2 Vane,Open,With Pump Out Vanes On Back Side.Dynamically Balanced,ISO G6.3. Material: Cast Iron ASTM A-48,Class 30. SHAFT: 416 Stainless Steel. SQUARE RINGS: Buna-N HARDWARE: 300 Series Stainless Steel. PAINT: Air Dry Enamel. SEAL: Design: Single Mechanical,Oil-Filled Reservoir, Secondary Exclusion Seal. Material: Rotating Face-Carbon Stationary Face-Ceramic Elastomer-Buna-N Hardware-300 Series Stainless CABLE ENTRY:. 15 ft.(5M)Quick Disconnect Cord w/Plug On 115 Volt,Pressure Grommet For Sealing And Strain Relief. SPEED: 1750 RPM(Nominal). Series: SEA HP 1750 RPM UPPER BEARING: (SE411 & SE421) Design: Single Row,Ball Lubrication: Oil Load: Radial Manual & Automatic LOWER BEARING: Design: Single Row,Ball Lubrication: Oil Load. Radial&Thrust MOTOR: Design: NEMA L Torque Curve.Completely CP@Canadian Standards Association Oil-Filled,Squirrel Cage Induction. File No.LR16567 Insulation: Class B. SINGLE PHASE: Permanent Split Capacitor(PSC). Includes Overload Protection In Motor. S Undeirwritets Laboratories Inc. FLOAT AUTOMATIC MODELS: File No.E142177 A-Wide Angle,PVC,Mechanical, 15ft(5M),Cable w/Pggy-Back Plug,N/O. Description: AU-Wide Angle,Polypropylene, SUBMERSIBLE NON-CLOG SEWAGE PUMP Mechanical,N/O,Integral to pump. ON and OFF Points Are Adjustable. DESIGNED FOR TYPICAL RAW SEWAGE VF-Vertical Float,PVC,Snap Action, APPLICATIONS. 15ft(5M),Cable,w/Piggy-Back Plug. OFF Point only is Adjustable. OPTIONAL EQUIPMENT: Seal Material,Additional Cable and Cast Iron Impeller. Sample Specifications:Section 1 Page 3. CRANE PUMPS&SYSTEMS 0 1485 Lexington Ave. 4M Third Street/P.O.Box 603 83 Nest Drive A Crane Co.Company Mansfield,Ohio 44907-2674 Piqua,Ohio 45356-0603 Brampton,Ontario Ph:(937)778-8947 Ph:(937)778-8947 Canada L6T 2J6 Fax:(419)774-1530 Fax:(937)773-7157 Ph:(905)457-6223 S= www.barnespumps.com www.cranepumps.com Fax:(905)457-2650 f _ SECTION 1B PAGE 2 DATE 11/0 REPLACES 2/98 SE411VF SE411 &SE421 (Less Float), SE411AU, SE421AU SE411A 10.75 10.75 10.75 273) 5.32 1.58 273) 5.32 1.56 (273) 5.32 1.58 (135) (40) (135) (40) I(135) I(40) 6.00 t e 10r 3.88 3.88 ` Jyn (152) 3.66 O (96) O (88) (98) 19 7.75 - 7.75 (197) (197) L-� -- HAWS"P6.era 8ARNI$PUM�9,INC. I BARNS PUNPB,M. 1 i 1 '16.78 •18.76 '•16.76 (426) I (426) (426) 8.75 (�2) 5.00 5.007= 5.00 2.75(127) I(127) (127) (70) MODEL PART HP VOLT PH RPM NEMA FULL LOCKED CORD CORD CORD NO. NO. (NOM) START LOAD ROTOR SIZE TYPE O.D. CODE AMPS AMPS SE411 096747 0.4 115 1 1750 C 12.0 19.0 14/3 SJTOW-A 0.375 SE411A 096748 0.4 115 1 1750 C 12.0 19.0 14/3 SJTOW-A 0.375 SE411AU 096749 bA 115 1 1750 C 12.0 19.0 14/3 SJTOW-A '0.375 . . SE411VF 100836 0.4 115 1 1750 C 12.0 19.0 14/3 SJTOW-A 0.375 SE421 096750 0.4 230 1 1750 C 6.2 13.0 14/3 SJTOW-A 0.375 SE421AU 096751 0.4 230 1 1750 C 6.2 13.0 14/3 SJTOW-A 0.375 Mechanical Switch on SE-A,Cable 16/2,SJOW-A,Piggy-Back Plug. Mechanical Switch on SE-AU,Cable 14/2,SJOOW-A(UL),SJOW(CSA). Vertical Switch on SE-VF,Cable 16/2,SJOW-A(UL),SJOW(CSA),Piggy-Back Plug. IMPORTANT I 1.) PUMP MAY BE OPERATED"DRY"FOR EXTENDED PERIODS WITHOUT DAMAGE TO MOTOR AND/OR SEALS. 2.) THIS PUMP IS APPROPRIATE FOR THOSE APPLICATIONS SPECIFIED AS CLASS I DIVISION II HAZARDOUS LOCATIONS. 3.) THIS PUMP IS NOT APPROPRIATE FOR THOSE APPLICATIONS SPECIFIED AS CLASS I DIVISION I HAZARDOUS LOCATIONS. 4.) INSTALLATIONS SUCH AS DECORATIVE FOUNTAINS OR WATER FEATURES PROVIDED FOR VISUAL ENJOYMENT MUST BE INSTALLED IN ACCORDANCE WITH THE NATIONAL ELECTRIC CODE ANSI/NFPA 70 AND/ORTHE•AU:THORITY HAVING JURISDICTION.THIS PUMP IS NOT INTENDED FOR USE IN SWIMMING POOLS,RECREATIONAL WATER PARKS,OR ASTALLATIONS IN WHICH HUMAN CONTACT WITH PUMPED MEDIA IS A COMMON OCCURRENCE. CRANE PUMPS &SYSTEMS .� o A Crane Co.Company 1485 Lexington Ave. 420 Third Street/P.O.Box 603 83 West Drive Mansfield,Ohio 44907-2674 Piqua,Ohio 45356.0603 Brampton,Ontario ion Ph:(937)778-8947 Ph:(937)778-8947 Canada L6T 2J6 Fax:(419)774-1530 Fax:(937)773-7157 Ph:(905)457-6223 www.barnespumps.com www.cranepumps.com Fax:(905)457-2650 • , • ■■■■■■■■■■■■■■■■■■■■■■■■■■■N■■■■■■■ STANDARD IMPELLER SIZE ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ HP Imp.Dia. ■■■■■■Noun■■■■■■■■■■■■■■■■■■■■■■■■■ O• ■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ �� ON SEEN ■on■.q■■■■■■■■■■■■■■■■■■E■■■u■■■■mn■mn■ E.`EE■O■EO■■■oEE■■N■■■E■■E■■■■ 0 - ■. ■■.�■■■■■■■■■■■■■■■■■■■■■■■■■ ■► ■a■E■��■■■■■■■■■N■■■■o■■■■■■■■■�■■■r■■��■�■■�■■■■�■■■■■■ ■. ■■■s/,■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■ ■■■■■N.■■■■■■■■■■■■■■■■■■■■■■■■N■N■■■■■■■■■■■■■■■■■■■■ ■■■■■.` ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■tE■■■■ ■� ■��eN■N■.`■■■■■■■■■■■■E■■■■■NEE■■■■■■■■■■■■■■■■■■■■■■■■ ftfto■ i ►�■.■■■■■.•■■■■■■■■■■■■■■■�■■■■■■■■■■■■■■■�Ne■■■■■■■■N■ mumon ■16�■s�N■■■.\s■■E■■E■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■ . ■ •■��■■■■.■■■■■■■■■■■■■■■■■■■■■■■■o■■■N■■■■■NONE■■■■ on ■.\■s 1■■.0110■■■■■■■■■■E■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■.■O�■N��■■■.�N■■■■■■■■N■■■■■.■■■■.■■■N■■■■■■■■■■■■■■■ ■■■■■V1■■.•■UN■■.■■■.w■■■■■■■■■■■■■■■■■■■■■■■■■■O■■■■■■■■■■■ ■ommom■■■■■■.`■■/\O,\■E■61.■■■��EOON■■■■■■■■■EEO■O■■■■■■■■■■■E■NEE■ MENUS■■■■►■E,O■\Nn■E■s`■EE■•IN■■N■■■■■■n■■E■ONEE■O■EE■■■■■■■■■ ■■■■■■■O■■\B■►�■\\E■■■,\■■■■.`�■■■■■■■■■EEON■E�■■■■E■■■■■■NEE ■■■■■■■■■■■►■■►`■■�.�■E■■►i■■■■.�■■N■■■■■■■■■■■■■■■■■■■■■E■■■E MEN ■■■/■■■■■■■■s`■E►`O■■.`■■■■��E■■■►■■■■■■■■■■■■■■■■■■■■■■■ESN■■■ ■■NE■■■NE■E■ON\■OLNE■tw\■■■■►\E Minoan WOMEN■■O■E■ENEO■■E■■MENE■ E■■E■■■■E■■■■■■\�n■■M■■\\■■■■■.\■■■►`i■ ■■ mamoom ■■■ ■■ ■ ■■■ ■ ■■■■■■■■■■E ■ENE■■■■EN■■■N■■■.\E■E\ ■E►�E■■■■■ ■■■►�■■■■■■■■■■■■■E■E■■■■■■■ EMMEMMEM ■■■■■■■NE■E■■N■E■\\■■■\`■■E.�■■■■■E�■■■.\NEE■■■■■■■■■■■■■■■N■E■ ■■NEE■■■■■■■■■■■■E\■■■■►�■■■.\■■■■■■►�■N�\E■■N■■■■■■■■■■■E■■■■■ ■■■O■■■■■■■■■■■■■■■► ■E■■\■■ \■■■■■■►\■■�\■■■■■■N■■■■■■■■■■■■■ MEMO■■■■EEO■■■■■N■■E\■E■ \■■\\■■■■■�\■■\.\■■■■■E■■■■■■■■■■■■E ■■■■■■■■■■■■ON■■■■■■\ ■■■\■■■\■■■■■■�\E■\\■■■■■■■■■■■■ENE■■■ ■W■a■N■■■■■■■■■■■■■■■\ ■■■O■■E►`■■■■■■\IM■■\"■■■■■■■■■■■11®■■■■■ MEMO■■■■■■■■■■■■■■■■■ \\E An An ■■■\\■■\\■■■■■■►�■■■►`■■■■■■■■■NEE■■■■ ■■■■■■■■■■■■■■■■■■■■■L■ \■■■\ ■■\\■■■■■■\■■■►`N■■■■■■■■■■■■■■ N■■■■■■■■■■■■■■■■■■■■tE■LIE■■►BEN■► ■■N■■��■■■.\■■■■■■■O■■■■■■ ■■NEEEE■■N■■■■■ENE■■■■■■■��■■■■.\■■■.�■■■■EO��O■E�E■E■E■■■■ENE■ ■■■■■■NEE■EEO■■■■■■■■r:!E■■■►\■■■��■■■.\N■OE■■��■E&V■■■■■E■■■■■■ ■■■■■■■■■■■■■■■■■■E■■■■■■■■ME■■.�■■O►7■■■■■■►��■■►�■■■■■o■E■■■E ■■■■■■■■■■■ENE■■■■■■■E:1■O■■LIEN ESNO■■k\■■■■■■■►`EEO.\■■■■■■■■■E■ iiiiiiiiiiiiiiiiiiiiii iiiiii,,on ii�iiiiiii��ii�iiiiiiii�s ■■■EEO■N■■■■E■n■■■■■■E■■■■E■■■NEWS■■KV■N■■EO■&VMMlNON■■EO■■E ■■■E■■■■■■■■■■■■■■E■■■\E■■■E■■S'■■■►tE■■►.E■■■■■■■\�■\�OEO■■■■E ■■■■■N■n■■■ENE■■■■■E■■:�E■■■■E■■,\EEE.\EE■ ■■■E■■■E►`■E►.■■E■ONES . - 01471 MEMBER COMMONWEALTH OF MASSACHUSETTS EXECUTIVE OFFICE OF ENVIRONMENTAL AFFAIRS M } DEPARTMENT OF ENVIRONMENTAL PROTECTION t MAP (j . l5 PARCEL (COT .... TITLE 5 OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM FORM PART A CERTIFICATION [RECEIVED] Property Address: 237 Seapuit Road osterville T 1'6 20 Owner's Name: 234 rust, Martin n Glazer, Trustee Owner's Address: r-/n (',Hill Gtnn Storrs OE BARNSZ&nn Atlantic, mn RnGinn, MA 02110-3333 �T oE� Date of Inspection: 9/17/03 Name of Inspector: please ppr�.[�t) Arelne M. Wilson Company Name. 1• M. -Wi s , 111U. . Mailing Address: F.U. Box Barnstabie, MA UZ530 Telephone Number: — — . CERTIFICATION STATEMENT I certify that I have personally inspected the sewage disposal system at this address and that the information reported below is true,accurate and complete as of the time of the inspection.The inspection was performed based on my training and experience in the proper function and maintenance of on site sewage disposal systems.I am a DEP approved system inspector pursuant to Section 15.340 of Title 5(310 CMR 15.000). .The system: X Passes Conditionally Passes Needs Further Evaluation by the Local Approving Authority Fails Inspector's Signature: Date: .9/17/03 The system inspector sh*l.submit.a copy of inspection report to the Approving Authority(Board of Health or ji_,P)within 30 days of s,pippleting this inspection.If the system is a shared system or has a design flow of 10,000 gpd or greater,the inspector and the system owner shall submit the report to the appropriate regional-office of.the DEP.The original should be sent~to the system owner and copies sent to the buyer, if applicable,and the approving a1 authority. e Notes and Comments ****This report only describes conditions at the time of inspection and under the conditions of use at that time.This inspection does not address how the system will perform in the future under the same�or different conditions of use. Title 5 Inspection Form 6/15/2000 page 1 Page 2 of 11. OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION (continued) Property Address: 237 Seapuit Road s ervi e Owner: 234 Trust Date of Inspection: 9-/17/03 Inspection Summary: Check A,B,C,D or E I ALWAYS complete all of Section D A. System Passes: X I have not found any information which indicates that any of the failure criteria described in 310 CMR 15.303 or in 310 CMR 15.304 exist.Any failure criteria not evaluated are indicated below. Comments: B. System Conditionally Passes: One or more system components as described in the"Conditional Pass"section need to be replaced or repaired.The system,upon completion of the replacement or repair,as approved by the Board of Health,will pass. `Answer yes,no or not determined(Y,N,ND)in the for the following statements.If"not determined"please explain. N The septic tank is metal and over 20 years old*or the septic tank(whether metal or not)is structurally unsound,exhibits substantial infiltration or exfiltration or tank failure is imminent.System will pass inspection if the existing tank is replaced with a complying septic tank as approved by the Board of Health. *A metal septic tank will pass inspection if it is structurally sound,not leaking and if a Certificate of Compliance indicating that the tank is less than 20 years old is available. ND explain: N Observation of sewage backup or break out or high static water level in the distribution box due to broken or obstructed pipe(s)or due to a broken,settled or uneven distribution box.System will pass inspection if(with- approval of Board of Health): broken pipe(s)are replaced obstruction is removed ' distribution box is leveled or replaced ND'explain: ' N The system required pumping more than 4 times a year due to broken or obstructed pipe(s).The system will pass inspection if(with approval of the Board of Health): broken pipe(s)are replaced obstruction is removed ND explain: 2 N Page 3 of I OFFICIAL INSPECTION FORM -NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION.(continued) Property Address: 237 Seapuit Road 0141"Pryi 11 a - Owner: 234 Trust Date of Inspection: 9/17/03 C. Further Evaluation is Required by the Board of Health: N/A Conditions exist which require further evaluation by the Board of Health in order to determine if the system is failing to protect public health,safety or the environment. 1. System will pass unless Board of Health determines in accordance with 310 CMR 15.303(1)(b).that the system is not functioning in a manner which will protect public health,safety and the environment: — Cesspool or privy is within 50 feet of a surface water _ Cesspool or privy is within 50 feet of a bordering vegetated wetland or a salt marsh Z. System will fair unless the Board of Health(and Public Water Supplier',if any)determines that the system is functioning in a manner that protects the public health,safety and environment: N _ The system has a septic tank and soil absorption system(SAS)and the SAS is within 100 feet of a surface water supply or tributary to a surface water supply. N The system has a septic tank and SAS and the SAS is within a Zone 1 of a public water supply. —N The system has a septic tank and SAS and the SAS is within 50 feet of a private water supply well. N The system has a septic tank and SAS and the SAS is less than 100 feet but 50 feet or more from a private water supply well**.Method used to determine distance "This system passes if the well water analysis,performed at a DEP certified laboratory,for coliform bacteria and volatile organic compounds indicates that the well is free from pollution from that facility and the presence of ammonia nitrogen and nitrate nitrogen is equal to or less than 5 ppm,provided that no other failure criteria are triggered.A copy of the analysis must be attached to this form. 3. Other. -a h Page 4 of 11 OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION(continued) Property Address: 237 Seapuit Road Ostervi e Owner: 234 Trust Date.of Inspection: 9/17/53 D. System Failure Criteria applicable to all systems: You must indicate"yes"or"no"to each of the following for all inspections: Yes No _ X Backup of sewage into facility or system component due to overloaded or clogged SAS or cesspool Discharge or ponding of effluent to the surface of the ground or surface waters due to an overloaded or clogged SAS or cesspool X Static liquid level in the distribution box above outlet invert due to an overloaded or clogged SAS or N/A cesspool _ Liquid depth in cesspool is less than 6"below invert or available volume is less than''/2 day flow Required pumping more than 4 times in the last year NOT due to clogged or obstructed pipe(s).Number X of times pumped Q_. _ _ Any portion of the SAS,cesspool or privy is below high ground water elevation. N/A _ _ Any portion of cesspool or privy is within 100 feet of a surface water supply or tributary to a surface water supply. N/A _ _ Any portion of a cesspool or privy is within a Zone 1 of a public well. N/A _ Any portion of a cesspool or privy is within 50 feet of a private water supply well. N/A _ _ Any portion of a cesspool or privy is less than 100 feet but greater than 50 feet from a private water , supply well with no acceptable water quality analysis. [This system passes if the well water analysis, performed at.a DEP certified laboratory,for conform bacteria and volatile organic compounds indicates that the well is free from pollution from that facility and the presence of ammonia nitrogen and nitrate nitrogen is equal to or less than 5 ppm,provided that no other failure criteria are triggered.A copy of the analysis must be attached to this form.] No (Yes/No)The system fails.I have determined that one or more of the above failure criteria exist as described in 310 CMR 15.303,therefore the system fails.The system owner should contact the Board of Health to determine what will be necessary to correct the failure. The system does not fail. E. Large Sys s: To be considered a e system the system must serve a facility with a design flow o ,000 gpd to 15,000 gpd• You must indicate either"yes "no to each of the following: (The following criteria apply to 1 stems in addition to the criteria ab e yes no the system is within 400 feet of a surface water supply _ the system is within 200 feet of a to as drinking water supply the system is located in gen sensitive area(Interim We ad Protection Area—IWPA)or a mapped Zone II of a public supply well t If you have answe 'yes"to any question in Section E the system is considered a si cant threat, or answered "yes"in Sec ' above the large system has failed.The owner or operator of any large sy considered a signific threat under Section E or failed under Section D shall upgrade the system in accordan with 310 CMR 15.3 The system owner should contact the appropriate regional office of the Department. 4 Page 5 of 11 OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART B CHECKLIST Property Address: 237 Seapuit Road Owner 234 TrusL Date of Inspection: 9/1 7/(1 Check if the following have been done.You mast indicate"yes"or"no"as to each of the following: Yes No X _ Pumping information was provided by the owner,occupant,or Board of Health Sewer Dept. X Were any of the system components pumped out in the previous two weeks X Has the system received normal flows in the previous two week period? X Have large volumes of water been introduced to the system recently or as art of this' e � y y ms crion . P P X Wer as b ilt of s ste o_ p btained and a fined. If a a�,�� _ As`�bui t plan as per�nspection 'Report (offl1ely0`� + � ` y Mi�°t�ape� eptic X _ Was the facility or dwelling inspected for signs of sewage back up? X _ Was the site inspected for signs of break out? X _ Were all system components,excluding the SAS, located on site? X _ Were the septic tank manholes uncovered,opened,and the interior of the tank inspected for the condition of the baffles or tees;material of construction,dimensions,depth of liquid,depth of sludge and depth of scum? X _ Was the facility owner(and occupants if different from owner)provided with information on the proper maintenance of subsurface sewage disposal systems The size and location of the Soil Absorption System(SAS)on the site has been determined based on: Y.es no X Existing information.For example,a plan at the Board of Health. X As—built plan as per Inspection Report of 10/04/99 by Mid—Cape Septic _ _ Determined in the field(if any of the failure criteria related to Part.0 is at issue approximation of distance is unacceptable)[310 CMR 15.302(3)(b)] g Page 6 of 11 OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION Property Address: 237 Seapuit Road nstervttte Owner: 234 TrusU Date of Inspection: FLOW CONDITIONS . RESIDENTIAL Number.of bedrooms(design): 4 Number of bedrooms(actual): 4 DESIGN flow based,on 310 CMR 15.203 (for example: 110 gpd x#of bedrooms): 440 Number of current residents: 0 Does residence have a garbage grinder(yes or no): N Is laundry on a separate sewage system(yes or no): N [if yes separate inspection required] Laundry system inspected(yes or no): N A Seasonal use:(yes or no):N Water meter readings,if available(last 2 years usage(gpd)): N/A Building not occupied for Sump pump(yes or no): INun last 18 months Last date of occupancy: known CO CIALIINDUSTRIAL ea estab ' ent: Design flow(base 310 CMR 15.203): gpd Basis of design flow(se ersons/sgtetc.): Grease trap present(yes or no . Industrial waste holding tank pres es or.no): Non-sanitary waste discharged to the Ti 1 ystem(yes or no):_ Water meter readings,if available: Last date of occupancy/use: OTHER(des GENERAL INFORMATION Pumping Records Source of information: Barnstable WWTP Was system pumped as part of the inspection(yes or no):N If yes,volume pumped: gallons—How was quantity pumped determined? Reason for pumping: TYPE OF SYSTEM _,X.Septic tank,distribution box,soil absorption system _Single cesspool _Overflow cesspool —Privy _Shared system(yes or no)(if yes,attach previous inspection records,if any) _Innovative/Alternative technology.Attach a copy of the current operation and maintenance contract(to be obtained from system owner) _Tight tank _Attach a copy of the DEP approval _Other(describe): Approximate age of ll_Fomponerts,date installed(if known)and source of information: GGUU YY4e (1999 Septic System Inspection Report) Were sewage odors detected when arriving at the site(yes or no): N 6 i Page 7 of 11 OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: 237 Seapuit Rd. Osterville Owner: 234 Trust Date of Inspection: 9/17/03 BUILDING SEWER(locate on site plan) Depth below grade: Materials of construction:_cast iron 40 PVC' other(explain): Distance from private water supply well or suction line: Comments(on condition of joints,venting,evidence of leakage,etc.): SEPTIC TANK: (locate on site plan) Depth below grade.f6" Material of construction concrete_metal_fiberglass_polyethylene _other(explain) If tank is metal list age:_ Is age confirmed by a Certificate of Compliance(yes or no):_(attach a copy of certificate) Dimensions: 5x8' Sludge depth: 0 Distance from top of sludge to bottom of outlet tee or baffle: 4'3" Scum thickness: 0_ Distance from top of scum to top of outlet tee or baffle: N/A Distance from bottom of scum to bottom of outlet tee or baffle: I N/A How were dimensions determined: ohseryati on Comments(on pumping recommendations,inlet and outlet tee or baffle condition,structural integrity,liquid levels as related to outlet invert,evidence of leakage,etc.): tank in good condition GREASE TRAP:N/A(locate on site plan) Depth below gra Material of construction. concrete_metal_fiberglass_pol ylene_other (explain): Dimensions: Scum thickness: Distance from top of scum to top of outlet tee or e: Distance from bottom of scum to bottom of et tee o ffle: Date of last pumping: Comments(on pumping recomm ations,inlet and outlet_tee or ba condition,structural integrity, liquid levels as related to outlet invert,e ' ace of leakage,etc.): 7 Page 8 of 11 OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) . Property Address: 237 Seapuit Road Ostervi 1P Owner: 2.14 Tnist Date of Inspection: TIGHT or HOLDING TANK: N/A(tank must be pumped at time of inspection)(locate on site plan) Depth be de: Material of cons 'on: concrete metal fiberglass_polyethylene other(expkain): Dimensions: Capacity: gallo Design Flow: gallons/day Alarm present(yes or no): Alarm level: Alarm in working or es or no): Date of last pumping: Comments(condition of alarm float switches,etc.): DISTRIBUTION BOX: (if present must be opened)(locate on site plan) Depth of liquid level above outlet invert: Comments(note if box is level and distribution to outlets equal,any evidence of solids carryover,any evidence of leakage into or out of box,etc.): system not used in sometime box dry . NA PUMP CHAMBER. / locate on site plan) ( P .) Pumps in working order(ye o): Alarms in working order(yes or no Comments(note condition of pump c dition of pumps and appurtenances,etc.): , 8 f Page 9 of 11 OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: 237 Seapuit Rd. nster_ville Owner: 914 Tri,Gt Date of Inspection: g/17/(11 SOIL ABSORPTION SYSTEM(SAS): X (locate on site plan,excavation not required) If SAS not located explain why: Type leaching pits,number._ leaching chambers,number leaching galleries,number- leaching trenches,number, length: leaching fields,number,dimensions: ±25 x 30' overflow cesspool,number- innovative/alternative system Type/name of technology: Comments(note condition of soil,signs of hydraulic failure, level of ponding,damp soil,condition of vegetation, etc.): CESSP69 S: (cesspool must be pumped as part of inspection)(locate on site plan) Number and config lion: Depth—top of liquid to et invert: Depth of solids layer. Depth of scum layer. Dimensions of cesspool: / Materials of construction: Indication of groundwater inflow(yes or no): Comments(note condition of soil,signs of hydraulic 'lur-level of ponding,condition of vegetation,etc.): PRIVY: (locate on site plan) Materials of construction: i J Dimensions: Depth of solids: Comments(note dition of soil,signs of hydraulic failure level of ponding,co ndition of vegetation, tc. : , g ) I I Page-10_of 11 OFFICIAL INSPECTION FORM=NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: 237 Seapuit Road Osterville Owner: 234 Trust Date of Inspection: 9/17/03 SKETCH OF SEWAGE DISPOSAL SYSTEM Provide a sketch of the sewage disposal system including ties to at least two permanent reference landmarks or benchmarks.Locate all wells within 100 feet.Locate where public water supply enters the building. SKETCH OF SEWAGE DISPOSAL SYSTEM: include ties to at least two permanent reference landmarks or benchmarks locate all wells within 100' (Locate where public water supply comes into house) Tit aI Sketch from: 10/04/99 Inspection Report for Mid-Cape Septic 10 I' Page 11 of 11 OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM- PART C SYSTEM INFORMATION(continued) Property Address: 237 Seapuit Road CL�tp-rvillp ' Owner: Date of In�ti n399 /03 SITE EXAM Slope <±3% Surface water — North Bay — ±200' Check cellar — crawl space Shallow wells — NA Estimated depth to ground water ±4' feet from bottom of SAS Please indicate(check)all methods used to determine the high ground water elevation: Obtained from system design plans on record-If checked,date of design plan reviewed: X be e 0 s ry d site(abutting property/observation hole within 150 feet of SAS) Checked with local Board of Health-explain: Checked with local excavators, installers-(attach documentation) Accessed USGS database-explain: You must.describe how you established the high ground water elevation: VerV permeable soils close to ocean. Use Spring High Tide EL ±2.2' Based on experience in the area over 20 yrs so, recent perc. test on nr=erty (P#9623, 12/03/99) shows El. 3. w Gad adjustment from USCT +150' landward of existing_system. 11 Septic • • Record of I Reference Guide Work Done Contractor Septic systems are individual wastewater treatment systems that use the soil to treat small waste- water flows,usually from individual homes. They are typically used in rural or large lot settings where centralized wastewater treatment is impractical. YOUR There are many types of septic systems in use today. While all septic systems are individually designed for each site,most septic systems are based on the same principles. SEPTIC y A Conventional SYSTEM Septic System Homeowners For More Information A videotape version of this brochure,also =__= entitled "Your Septic System:A Guide for Homeowners,n is available through the EPA Small Flows Clearinghouse.Call 1-800-624- 8301. o For more information about maintenance or inspection of your septic system,contact your local board of health or the Department of Environmental Protection: Central Regional Office:. (508)792-7650 Northeast Regional Office: A septic system consists of a septic After the partially treated wastewater (617)932-7600 I.s tank, a distribution box and a dralnfleld,all leaves the tank, it flows into a distribution Southeast Regional Office connected by pipes,called conveyance lines. box, which separates this flow evenly into a (508)946-2700 network of draintield trenches. Drainage t. Your septic system treats your household holes at the bottom of each line allow the was- Western Regional Office: wastewaterby temporarily holding it in the septic 413 7841100 tewatertodrain into gravel trenches fortempo ( ) tank where heavy solids and lighter scum are rary storage. This effluent then slowly seeps Boston Office: aflowed to separate from the wastewater. This into the subsurface soil where it is further ( ) 617 292 5673 separation process is known as primary treat- treated and purified(secondary treatment). meat. The solids stored in the tank are decom P yPublished 1990 by the Northern Virginia Planning District A properly functioning septic system does not commission wtfh assistance from virginle Water Controleoart, posed by bacteria and later removed,along with pollute the groundwater. National small Flows clearinghouse,and the Northern Virginia " the lighter scum,by a professional septic tank Health Departments. Reprinted 1994 by the Division of water um er. Pollution Control of the Massachusetts Department of Envlron- P P mental Protection. ass—,ate COMMONWEALTH OF MASSACHUSF7TS Prrntad on Raayered PePer DEPARTMENT OF ENVIRONMENTAL.PROTECTION Caring for Your Septic System -Tips to Avoid Trouble The accumulated solids in the bottom of be very expensive to repair, the septic tank should be pumped out every DO have your tank pumped out and • DON'T allow anyone to drive orpark • and,put thousands of water supply users system inspected eve 3 to 5 ears b over any part of the system. The,area three to five years to prolong the life of your Y P every Y Y at risk h you live it a public water supply a licensed septic contractor listed in the over the drainfield should be left undis- system. Septic systems must be main- watershed and fail to maintain your sys- P ( tained regularly to stay working. late. yellow pages). turbed with only a mowed grass cover. Roots from nearby trees or shrubs may Neglect or abuse of your septic system Be alert to these warning signs of a failing clog and damage your drain lines.' can cause it to fail. Failing septic systems system: DO keep a record of pumping,inspec- can lions,and other maintenance. Use the • sewage surfacing over the drainfield back page of this'brochure to record ®ONrT make or allow.repairs to your cause a serious health threat to your (especially after storms), maintenance dates. septiCsystem without obtaining the re- family and neighbors, sewage back-ups in the house, quired health department permit. Use professional licensed septic contractors • degrade the environment, especially lush,green growth over the drainfield, DO Practice water conservation. Re- when needed. lakes,streams and groundwater, pair dripping faucets and leaking toilets, • slow draining toilets or drains, run washing machines and dishwashers . • reduce the value of your property, sewage odors. only when full,avoid long showers,and DON'T use commercial septic tank use water-saving features in faucets, additives.These products usually do not shower heads and toilets. help and some may hurt your system in the long run. • DO learn the location of your septic system and drainfield. Keep a sketch of DON'T use your toilet as a trash can it handy for service visits.If your system by dumping nondegradables down your •::.'::`.:;::::�::::::::•.:::: ::::::::..:....:_:•...:::'rrispecUOn:(P4mP:Outs.74tts..::.:..::.:::..::,;::::::;j::::.:•:::: :'.;::'.;:::;.:::•::•: has a flow diversion valve,learn its loco toilet or drains. Also,don't poison your lion, and turn it once a year. Flow septic system and the groundwater by diverters can add many years to the life pouring harmful chemicals down the Te. of your system. drain. They can kill the beneficial bacte- MIMIIMI► v_ti• ria that treat your wastewater. Keep the Inlet:Sewage Sautel outlet:Treated Wastewater following materials out of your septic Enters from House. Goes to Distribution Box - and Drain Hold DO divert roof drains and surface water system: from driveways and hillsides away from Wastewater the septic system. Keep sump pumps and house footing drains away from the ' septic system as well. se,disposab 5tu r lastics, etc. • DO lake leftover hazardous household chemicals fo your approved hazardous p waste collection centerfocdisposal.Use gasoline,o , bteach,disinfectants,and drain and toi thinner,pas :6tbowl cleaners sparingly and in accor- dance with product labels. Town ofa al—Ilskiblc rlt ,� �_ V Department of Health,safely, :Ind I?nvifonnlenlal services 1'111llic Ile;IIIII Division INIe Q 167 Main Shed,I lyannis NIA 02601 anture AHM t MAB Dille SCIMIl led_:' Friday 12/3/99 Till), 10:30 a.ni. I ee I'll. Soil Suitability Assessineill fur Selvage Di,shnsal PcIforraacd fly: Z-3t�iQ/1//p/�Q yr�tN� ---- Witnessed Ily: LOCA'I'IQN & G'ENI,RAL, INFORMA`I`ION l.ocalion Addicss 237 Seapuit Road, Osterville (micas Name L.>E/�✓G� Address % % M G✓/LS�� �S'SUG S Assessor'sNhp/Parcel: Map 95 Lot 14-- finginccr'sName X 13A le'VJ rfIl3„(,G N)/J NI;\VCONSTRUCfION /c RI:I'AIR I'e1cpinnc11 07,63''// Land Use At✓- Slopes Surfnce Stones Ny Distances from: Opcn\Valet Body /O It Possible Wel Arca 7/y d n ))oinking Water\Nell A/0 ft Drainage Way_� ZS II I'ropcly Line _) / II Other — It IC I I C I I: (Sit cc(name,dimensions of lot,exact local ions of test holes pet tests,locale wetlands in proximity to holescm JV\ �1 E S� :i /rC„ I'nienl nralcrial(gcolttgic)�SN/-C17 / /B t� CD f7/n/ g7CI h to Ilcdrock-�d f' --- i� Depth ttt Groundwalcr. Standing\Voter in I late: loC� _—_ 1Vccping from I'il face /) Estimated Seasonal I ligh(iroundwalcr CL 3•L!__—__ __._.____ DETENMIINA'1'ION FOR SEASONAL HIGH WATIVR'I'AIILL NIclhod tlsed: GISGS NOSl�ICTIMd/v7 �f I)eplh Observed standing in ohs.hole: Gi in. Dcplh to soil mottles: Depth to wccping frail)side of obs,little: -in. (iroundwater Adjuslmcnl Index Well 11M1WL?j 16rndinp Unlc:k/-ZZ_Qq Index Well level Adj. factor AJI.(iruun4waler I.cvcl l'LIZCOL21'I'ION 'I'I�S'I' ii�ilE7Z-3-9 'ihhe ,u; 3v Ohsctvntiion I lute II / _ Z fine of 9" '/ •_SL Depth of fete late at 6" Stitt Pic-suak'I inc o D:Uy Or Oy 'fine(9"-6") r); ZZ Fall Pre-soak / sL S�6 Rate Min./Inch Site Snilabilily AsscssmcnC Site Passed Site mailed: Additionnl Tesling Nccdcd(Y/N) Original: Public health Division Ohscrvalion hole Data To Ile Completed on Mick j Cully: Applicant DIPTI' 013S11001A.`ION 110L,L 1106. 11ole #1- b`L 12, 7S Ilchlb Boot Soil Ilorizon 1 Sri il'I'exltire Soil Color soil Olhcr Sutl;rice(in) (USI)/1) (f hmscll) hlollling (SUoclutc,slimes,Ilouldcres. ---- �- /O 40AM �AMO, /,y ye: 0 114Asrrle, 1 �'c"n17u3 -ri.vebtl 6)9A 1 kooser L(/ATO j5wGovr•vrc°2 b— e , , 7 S — Zo Gaaese C-aqL);- - IM1111' OBSERVATION IIOIxp Loc. I I o 1 e 11 7i Depth lions Soil Ilorizon Soil'I'exhire Soil Color Soil Olhcr Surface(Om.) I (IISUA) (Nlunscll) Mollling (Slruelurc,Slimes,Ilooldems. Clitrslslcnc�.%CiI vcj) — --(!! Gon�sa Sava (o _�_� A./ _.Ciwt 13-644 A,/, 1 Zv_ ` G,r: /t'I c�U• Sr nab oY2 �� _ 0 �.�6 �� GRAN ,La,J GeAlt d T DEEP 0IZSIU01ATION 110L1P, 1,001 1161C 11 Deplll ►•torn Soil I lorizon Snil•texture sail Color soil ()lifer Stirfac'c(in.) (USDA) (Nionscll) Molding (slroclorc,Stones,Ilooldctcs. Coll iWgllsy lr—Q1 ft-k1) llEIP.P. OBSLItVATION 1101A., LOG II1)Ie # Ocplh I'ionr Soil Ilorizon Soil'rexlure Soil Colin soil Other S)trfrce(in.) (USDA) (Mansell) Mollling (Siruclure,Slimes,Ilouldctcs. C,Sllhil5lSpl�li!.SIIIIX�I) Flood I1sill_s i ce ltil(e 111m); Above 50O year flood boundary No _ Ycs willrin 500 year buukdroy No_ Yes _ x G Wllhin 100 carllond baundar No 'Yes, �. Y Y — Del) I ur urnll y Occurring Ilervio is Millerill Does al lenst four feet of imim-ally occurring pervious;mmalelrinl exist in all nrcas observed 1111-oo6holit (Ire area proposed for the soil nbsorpdon syslenl'l If nol, what is Ille depth of nnfui•nlly occurring perviolis 111111crinl? -� 'crlifics�liotl .. : I certify Ihnt oil G /5-95 ((Inle) I hive passed the soil evnlunlor exnminnlion approved by the t)eparhncnt of I3nvironmcntnl I'rotcciioil lu1(I that Ilic above nnnlysis was perrormed by me consislenl with the required training, expertise rend experience described ill 310 CMR 15.017. Signature ----_— -- I)afc INSTALL 1-1/4"PVC TO HOUSE.JOINTS TO BE MADE PROVIDE PRECAST CONCRETE EXTENSION WATERTIGHT.WIRE PUMP AND FLOATS TO SIMPLEX CONTROL RISER WITH CAST IRON FRAME AND COVERTO GRADE OVER OUTLET. FINISH GRADE OVER PANEL No. 1-CC2 NEMA-1 MFG. HOOVER INSTRUMENTS TANK EL.= 13.7' NEMA 4 JUNCTION BOX CORROSION RESISTANT& LIQUID-TIGHT CABLE CONNECTORS SUPPORTED HOISTING CABLE 7 x 19 STAINLESS STEEL CONNECTORS SUPPORTED BY 1-1/4"PVC CONDUIT, 1/8"DIA./1,760 LB. STRENGTH JOINTS TO BE MADE WATERTIGHT 4"SCH.40 PVC 72"BALL VALVE w/UNIONS SCH.80 PVC FROM POOL HOUSE GEORGE FISHER CO. MODEL NO. 560 MIN.SLOPE @ 1% 3" 2"SCH.40 TO SEPTIC TANK 0 9.95' 10.20 N OF Mass cy <\ 2"SCH.40 TEE w/CLEAN-OUT CAP � o EDWARD L. ALARM ON 1/4"WEEP HOLE IN DISCHARGE PIPE PESCE o + o CIVIL C6' 2"BALL CHECK VALVE SCH.80 PVC 100 No.32001 6 OF DEPTH IN PUMP PUMP ON P.S.I. FLOWMATIC MODEL No. 208S A9 9F o CHAMBER IS O Q�STE EQUIVALENT TO 125 Z.i 2"SCH.40 PVC DISCHARGE PIPE s� GALLONS OF EFFLUENT = o BARNES SE411 PUMP .4 H.P. 115 V 2" r D (2)WIDE ANGLE CONTROL FLOATS ISCHARGE PASSING 1-1/2"SOLIDS OR BARNES 073618 t° EQUAL I / 1: PUMP ON/OFF � �e A7t��nwen� M rs 2: ALARM ACTIVATION "^ L PROPOSED 1000 GALLON CONCRETE PUMP CHAMBER (H-20) I NOT TO SCALE _ B.M. \ Top of CB/DH ROPOSED 10010 GALLON'./ Elev. = 14.95' \ l 20 PUMP OHAMBER N.G.V.D. \. l If rce/bH l _ S54'04'40"E r\ _ 239.70' —�� 1 oter Mi�l ter Pit/�� '- 1 ROPOSED/ �? \ \\ ' /\fer o Be /?emOVe6 / 0 SEPTIC TA 0.01 \ `\ ROP D//[JRIVE AY \. PRO)TSED WATERUMN r:nir-_ - •�.4' a,B, E DA�CN l \ TR,1 ° ° ° O o q' o �o. „ —12 ' PROPOSED VE \ 1 PROPOSED 9=500 GAON \ \ H-20 LEACHING CHAMB \ \ \ bo \\ \\ PROPOSED\\ \ \ /pry {: \ GARAGIFi \\ \ \ DISTRIBUTION BOX CLEANOUT P�OPOSJ \ TO GRADE (TYP.) 1 �/ 4" SCH. \40 PIP \ \1 INV. OUT C 11.2' µ t, GARAGE �\ SLAB=13.9' 8 GATE \ EXISTING o 9-BEDROOM DWELLING u / \ 1 >� a/�F� \ 4' CHAIN 6' O p POOL HSE. / — \ \�\ QNK FENC FENE TOF=14.44' PROPOSED 60P-GALLbN H-20 LEACHING PIT TIP DRAIN INGROU D POOL\ \\Sj _" \ RIM ELEV.\= 11.5 \ �2Sy — 101, MAP 95 \\ \\ 0 - _ 13 2 i PARCEL 11 PROPOSED SEPTIC SYSTEM SEAPUIT PARTNERS, LLC PESCE ENGINEERING CONNECTION FOR POOL HOUSE 3 SKIDAWAY VILLAGE SQUARE AND ASSOCIATES SAVANNAH, GA31411 LOCATED AT: W EDWARD L. PESCE P.E. DATE: SCALE: ENGINEERING SERVICES 451 RAYMOND ROAD 237 SEAPU IT RD SEPTIC SYSTEM DESIGN PLYMOUTH,MA 11/23/05 1" = 30' SITE SURVEYS 02360 OSTERVILLE, MA PHONE/FAX:508-743-9206 SHEET 1 OF 1 237 Seapui$load Residence k Osierville,MA y Silvia& Silvia r A �Ass®ciahes; Inc. - z�, a • - 1234A Main Street <. _ { � Osterville,MA 02655" »- _ - col antl oPPYe9ua I.I. „ s;�� _ P Ilenamen.lonaa 1 f , : • ''• .' ea a tlrawlnea for no ' ' I I I I I.1 I.I.._ t I .. I 1 a xnnez onerawln9z . : - •, I I I :' - _ - ,. 9 of the1 O o1e . ar - me11-mea we, , c. 011 . I r - O{I PANI t �GUOING-1 U1 - MECH/STORAGE _ 1 1 \\\ R00 ... ,: .. 4 1 SiPu - THEATER •�r � ` G NG DESIGN-Inc. 8.STO NE DRIVE .. .i . • ,' - : j \-•.�\ - - .. BUZZARDS BAY M.A O'_.5320 LOUNGE Fn -0y 3-090a o87a30 WINE CELLAR desi�rr@attbi.como ._\ .. - _ GAME MECH/RM " ROOM r z, M w �1 ti e _ - - .. - r -HALL 005 EXERCISE ROOM ;1 ;y - s ' y « g r k , tl - -, -• -c I.III I I 1 1 1.1.1 1 I 001 F p ., k ;N °.. - ,' - _:.s STAIR I r , ro ATH } - c , I I x 4, R z• I a - BA fi sne,TTne: , I ]Lower Level N. Floor Plan !. I I I oole 0110 Sea 9• puit cc Zia—r,_aL. � - nN119,zuua Low e�,Level Floor Pla, ' Basement sale:1/4"-> O" I T , I t \SR 237Resaa der+ceoad ® \ Osferviile, MA ,� Silvia 6,L Silvia y \ Associates,Inc. ® ® \ 1284A Main Street o yo.D 106 Osterville,MA 02655 , \ MASTER Qa ® BEDROOM 1 D - - ❑ i•fil E9TDOn _ PvrvE=vc—iftna l ft.—win1— — D L=n „�om T = rI LINING - /,/ \ =non nn�><==Im=�nm0. m:E n11 IM1 I aavvl lnv GNGVG 9 ROOM mw� wee= = wl� K °ei a I Oi loo =Penn YP P d=r N I`e 10 MASTED / Q =p=n P P Pol m oM1wNner to PI rs RON P NSNV CONS�S.tI NG COPinIGHli raurnoN PGcumPrns GNG DESIGN Inc. 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P a •. _ oFar cones • - - `o - CCFoa:nG<ro . n z.. _ n <. h \ Y - :�.M1:. - Scale•1/A:' 1:0,:FOUNDATION PLAN _ , t � - °L w<°vea Gw6 Fps 237 Secipuit Road HWH I.OF a116. _..___._.._..._..—_....._.....:..........._... _ j ELOPE 1—v,/e'...,_>•RTPJ I I - 1/2'c PR6sseLE FILLER. ; I a.s P°s, H=1rH G Residence _--- nrL—ISH — Osterville,Mai 3<ExT=Rlo FLTw°o°6 <°nT.2.a P.T w°�616E—� �,a•6G a E1.E„° _._____.._........__ . .. 1L Sr H°nGSR SL8 n.00a -slid.Flaw ELEVATION FL1sHWG �.; a•1R=1w1r REr1,nG cone ner1L w1LL,m P r.ea HOR. <v7 dl aFC—TOP'OF-SGe Y /1� - / I� DEYATION=14.5 ELEVATION=1{.5'— Top. II II_--_III I--II III I:IIII-'I °°'° 1RE1w21'r6• i �I S,�'•1I'�1 6 . — �1 — — — 'I °=,iI s F_3 ¢a 6• I_—IaI I I11111111111 TOP V AOnFIN Si TA= II— ...._ Y y� LAn°r`a ce°Pe OwG`.s�1 ° ff s °�oR;w/ Silvia F1YA110N IS.6 rtI Associates,' Inc.L i1 -4n5AP _ n— ...... .......I LI 1I-11. ; TOP o r�NAGE 5�8 A n9a11 sIl2el Oste0ste - _ �—I I =J\, I— & '• '. rville,MA.02655 —11l III 6I Mnous P°VW< I—� I I—III—Tf_ <LL III I I-1 i I _ PI= ° ° ° rlwLes ° —III 111-III-III r EL w — — _ IIIII tl _ Tom=.,a•°` I 3 _ I ILI: PR1H o`=E„E rs —I 1=1 I I—III-31 I-1 I I-1 I C—I I I --__ e°<H W°r.TTP—_ • GP°•,_L IT°ne - — — ° 2 5=I III I: a. - m _ = Ten a�<n°PwL<eLL — � P1<r=° I SOLID°sE 6L°<� a H ILA III o� - E ° m'� ] o• I 6ELOW GR1DE � ° o . ._ _ � y • �swe°an —'-- — _ $ IIIII d.pIj._d I — sTarEM P L ILEeR eo z ...vER° • Ise T sIDEI o""°' _._...._ II 1 I aoctlM2l„s ., o :.<HORrz s1Rs=+z•Oc a • a! I m � - \ •�- r ���,, �. ERT.61RaP °< _ H WALL SECTION 3 WALL SECTION 4 WALL SECTION S. <LE, <°ER e,1sE T III' • ; ---' <PERT.61Fs GNG DESIGN Inc. FILLER TTF Oc. 6 STONE DRIVE p - _ BUZZARDS BAY b1A 0'5"32 concR-rE FoorwG - - - TEL 503-743-0904 r Tsz=i,-Ozr ursuLlrlon = i s•cone PLooR sL1s w/a.s+o.,o i - - - FAX SOR-]47-0903 I - r , V1POR 61RRCfi� '1� - ..__.__ OWwP gn�desien@attbi.com TOP OF 9t8. ELEVATkX4=5. 1 ---/t- —R—•F :h=• F1EVAi%FI=5.°0' _ • a • • TOP OF FOOT 3 .. _ TOP OF FD0141O - _ •,m��. r F]EVAnON=4. Bor.OF FOOn .Bar.OF F°OnHG - sa e —¢— — EtEVAnON a 0.6 _ ¢ f='¢'e. +F1EVA770t1==3,66 WALL SECTION 1 WALL SECTION 2 a•°c _..._._....__. - 4 ._..._......_.___ .___.. ---HIGH PT.OF 6L1B• r` � 116 OVER 216 z/<•PLRw000 aS1 PT LEa On SILL l SUB FLOOR _ 5111 FLOOR _ �' _ _ _ _ __ — ELEVATION-14.81'. -' I =41.16' _ ._ .. _ SUB W Q�ygT�'+ spU�BypFTLgONOR � F�ypT�p1 TOP OF tY:11 = so/c'o x,e•ws a a-o• -.\, '� ^" i0P OF NALL I4.81 ".. -. - • FIEVATIONR='1{.81' TOP of".ULL I4.81 vz c°nPR=ss a I D.EVATN'N=14.50' ° ELEVATION=14.50 .......... ............_ 9 \ ,yl FIEVATION 14.5' ®®[� f I ° -it ° I I _ 6 _ o Ua®WI�O.a, MvmR 1 II TOPS OF SHETF _ ° TOP OF SFIEIF e11tC5L• €`SC9 c+T ,' ^I9 ATION a 13.64 /2'�s i - - 1 F]FVATION a 13.64' ., - P TE Al I—T ro �11T ALL T TOP pF IYf11. - • EnG TOP Herr PLeT On__ _s-J' i •' i - _ ELEVAnG/=40.85' _ — �;h r•.., .Sr EILERRI = —III III I ✓�_s � =L�D=r LL III 11=11 ��� �ASEr "�oElHn —III—ITf-1 °nn�sHR„LGRa NILBU9 € '.''� l > YQDER 5 °R26 1 Ili t F�I'ft�L, P,H •• - . Rr ;EAL4'1 A'TYPIC°L =T n6weT°n ! p1 t l aT t a° n 3 M 1345GenEn: b. I 1 AIM b - ° n= rw n DRr wsuL°non m - o' �.• iGl o - sEe F.OUGH t .. 11—61Rs a,a O.0 NOTE: e1RRER - cone FLo°z sus `, .Inn. ° z I sLea,2•F°R -A 1 -_.............. ......�._._ ..... °ePR=ss PLooR - n- _.vERr sells ELEV 1TOR PT.Gc coOROIn1TE I T .........__......?.A..._......_...<......zi°' rHE exlcr DUIEns onlL REOUREnEnrS..'TH THE r. x9'615E PL1TE \ ' I ELEv1TOR M1ntrP - e F file - vr cOnFFsssOLe II aury - FILLER rrP i/e xa j LDED i0 6oT O COL. ' n Han$HRI:-,e GP Fz..LGR TTF -.. _....._I- _ - /<'Du RwR aOLis ro/ t'llf FOUNDATION IHER — I n<DPL= DTI ..- -; -- — oPDP s1RR�R a Mx DETAILS w. I` a PERF.Pv. i 1 IF, n.lece TOP OF SLAB TGP OF N8 •1 .............�_°....`.':+ .._ .._....... . 1 I r I3LOFE ,. E1EVAnON=5.00 6 PE TOP OF GSR SLAB o r • I —EEftknBN 6.00 —...-�• QEVAiION=5.00' Lyf� �xEvancN 5.00' CC • TOP 0.FIXInNG - y .I. - TOP OF FOOTING _ I '• TOP FT%RING, ,� i b` • < j ATION 4.66 u I e - • i R VATION 4.66 - ELEVAM 4.66' "xe v: - N`El' th TOP 6F PR SU13 ° o' _ T}r EEvnnu4 a 4.aa' t ° oP x.a1R r- T MAY 19 9GB4. A PROVIDE 6UC ET FOR sur1P PUMP_.... I I WALL SECTION ° WAI L SECTION 1® COLIA`IN'DE'I'. 11 WALL SECTION GARAGE 12 . I ............. 237 Seapuit Road OUTLINE SPECIFICATIONS Residence / \ 1v..1I'taaonlzY Osterville,MA 1.oam;lr cm:r.al-campry.un a.;ca ma°wt<ar am<.Icga(Blal=°a o�da°re:°"vet.Alnao°ry A:.acmF�ma UluuJ. -. u'o io`r_nsiu(�''nG-rn.As Im°e-co'n`11'I.ma. gal° <° / \\\ 1 R prvpri[tnte•aEc ev;—Ya.to stal'tl'.h�a„'.9pein"Cu v pond . �, 6 a l L�9lVIcS 6 Silvia \ \\\\ - I �- —\\ C. ° c°Anil oq nvamrt 1 m e. t. e a ace. 9 <° Associates Inc. P.o9ma Ostter ille,MA,02655 A h1oda Street .S ° ° A.`shoo1 . 0 a g: an- I e.°P.mla P y d by qr am< Iona n \ // \\\\ - / ✓'�1 s < \ \ 2°°s Y b'P °da<°,m es«iamen A bsc PSVuclv'vl°c dv me nluAng6 5 0 Lrade B: grad p 6 rA 5},T`<n AY6 E dd° mlb'6^e Enllolnea"Icnl;nolrn GNG'°�On °•2 / \ — _� <mg Eiin levd M- vm a rich rim e.u/ \ \ •% \ a.P.;meRrP EHEe 99 r0r�lvbr;cltv:a s0ndwd. �vpurcnaaelmarwlPbandrommenemenlvrwe�k:Ie \ \ \ i- / •�„ 1 6.zl°<<e�Paint Pmli_ °- P nam.<< by Hly Smi`lel CoPd;<ed EPO•]Coo tlng°'iinol w'�an�Ea'ne: aPc<In<aPVIP:�Pa:m r°.°rI.I:P:=i°<�iNH ab...e a.�m.�PlN e-amm A<Izx �:<d. ' _ °m rna 01 EGvm'r� a premi.etl 9 Prvlvc° a4<ciwgmetvgane cve gtic�Pl�tl P,O PIAlls to e°Nsi6uerl°1vr TROITO �a-1a.`�„u�y',o �o In.V;na rw 99<e q`r°�q.:vein p�i a ^'�o dim'q ua `e a tl - 11, a v e to cv+<.one vlecl!tl<e ea m go°wn'«Emm<mbera V1.WOOD RATIMG al dh LIgM1a(aamm9 uclvm grad•Pr yr Pu:e.2•nam:nvl m In;e4neaa GNG DESIGN Inc. m;n -aw rr®2 or hate..EP=i<s°psi(repeuu.<as<). Dl1ZZ AR DOS yD AY Aa ADRIVE02532 sue'Ia5o0.0oG ps;. q \ \ C•� / — li I. 1 a N,,F q -Nem Pr R w Hemlacn 12 rb.725epi E•I DOG0 e \/ 1plewvcd ebwrnaq c-c E.L AAAPA TEL.508-743-0904 '<omplq nsB lP Jwnxve°�i`PP - FAX 509-743-0903 ' - - d,w�I�o°a: �ngdesi gn@aubi coin' foagn 90 vti.z'd°rc v hngM1 6,esennue. - -. .. • - R „arw hl e6ma I ¢ a ..`�q °�no.e l:amm asamm. v<.a p pnq a Aeve LP-1 w A—LP-<. - - \ r<nea \ FIRST FLOOR FRAMING NOTES: /}'�//��`�J</y 9C<L<e. /•sq 4AC u b II!I n I f \ '9I r < I/ 'P"�• M1 "" ° \\ /n.\\ a. A sr Ga JOIST e E.A 7/e•rJ.PRa:3G® s•M.C..c uY.+<rH£sfi E_UPIhL PR- E "UPS"" IUT14 HANE5. > v eJEc IREPE0u awLl ib= 9 SI m,a« 1 > I 1 / / \ \ M1 •� / w \ 1 ° / / \ •C( r / 1 I - .. ", 1 / r <ylee° - 4 I1 F'.` / \ 9 / YODER \\ 9`< rr nlp T♦s' / \ \ � f' JJ�' IJ-upRFLif 4 N, /n^ : , , t' \\ U \ \ _ \ ,•PLr o sGaFLr<G AHG�=s . / 11PLR FIRST FLOOR SUB FLOOR SUB FLOOR Fn SUB FLOOR �LLll\�Y Il'll�®'lYlr� Fz vAnav °_�-! .� ElEVA ON Jlt� I3 P RING PLAN __ ._ _ / FRAMING + 7�x- zA+z As �I' :, ra PRO zoo n'i< Repro .. 'v,sT PLn 1rn Pao v I v I. a.f,a aLnres ! \ 0110-S°GUuir m I,ou.ruau-eoLrs / <oL wx<..-1 n r IT r.1111'PL—Ei w,:.<ss r' GG Gm.m e cnvdit, °az o.G ...�..i aveeGRo <Si5 _ \YEY w,_<-o own su•Io_aR FOR w,:x25 ar<. orH_R aaea QlSPLICE DETAIL STEEL 6M -COYH. D'cT. �PaL�d1 STEEL COPIry �%AAll DES- TYP. .,:,,t v=. ,.� x<.c,,,r•.o• ..r wmc< RLAY 19,z00a n ° FIRST FLOOR FRAA/IING PLAN r s 237 Seapuit Road - OUTLINE SPECIFICATIONS Residence r... Oslervipe,1VtA VIII,WOOD FRAMING- - - -:.•, ` - `.- _. LAI17iNATED VENEER LUMBER(LVL) I Comply w Ih the nAtry I' d mend,!Ans vl the manulaclvrer. _ " 2 hee dperOvls ontl ibrcpt (tM1 gee ledden oc lumber AnAlFbe under _(°1Il�InSpa�/Oa .. q I.f tLL Silvia lM1 Nvt R Arcn BAArd,ccep lonce, on c,rdpnc t //}},,((++EA++A,F'TI,,::((����II r�pp�{.pp((�� Inc. " - B1.F br cl - w nlcysoca P111.6.J JL1ltl Ce I. D—I F teryravf rA5TA1 D1o'1 1/8 the4 Adhered cant nupvsly. °/ .. A]. d tale,Un is Fb 2800 Ps E-2.00D.00a Ps stomped w11M1 + r. e d NRB A— lbnce 12S'4AMa,nStre t a , z eAnneetAre ASTL1 A 3fi P mea gA wAA xea ar eaal�a wm:nc'[en Osteiville;MA 02655 A .' _ f _ ® t+ " 2IPP vs noted In can Oc[drarin s - 3.Zinc d P rat-.1, Ir A,l If rueM1 I.bH vex rch primer e by ,at 9 y. red F-I r I'n sN pant TNElfElb 104 NS E y N qM1 5 d [M.1 Ep y,Cvvl rag cFnal fn sh[A s p ed by.Archilecl. a P 1 22. 61 Instruct Pns d d I h- - - 2 Protect In pVtlry tl ndle(o p dt domage t b,m _ y p T z. JOISTS <.. M roL mA qpn J+Ia PLYWOOD WEB q •.e. a 5:. - cud n9 br d9^9P bro d and lr mn tar ._. 2 sign Door loads <0 p f]d tlls va—20 p 9 ul , h D aesg to be under the supxrvson all v P I Eng racer B P Oduct t d' t re lA protect AgA nil tivmA9e ontl Ili- - .. _ _ .. �kfa .! i y .. •� 2 1 b:ds: AdeO by _ I1 O Tz 9 IM1 P e,as stvnd,rd al lM1 I t T _.p... .:. :: 9 t pr I dh - - - 3 J: d9 9 Typ d q q ed ebY p l F nulvclurer ' tenI—0 t to su l aP t O DI EstA,ll olvs[s ca dunce wlM1m nut cfuc nslrvcl Ans�t _ 2 P vitl^t P Y b crag to Pvvt on T'T I P Y - / 3 OA f f ld t'p is ri tM1oul Pr Ar p I r Ih ACM1I 1 t 4 Frome Pen rags wlh umber yr Lvmnvletl er Wmbmoz d t a an the dr rags _ i' a � e y T _ -- � `• - 'r ? , , SECOND FLOOR FRAMING NOTES: . _. _ _ GNG DESIGN hic. .Y 8'STONE DRIVE / • - - - I' SECOND PLOOR..JO-SHALL 6E t4 TA PRO 10®15-D.C.VNLESS NOTED \ '\ 1 I,I / •�' OTHEflW5E RUN CONRNGW S WHEREVER P05581E/PRACTICAL FLUSH FRAME .-. -B U Z Z A R D S BAY hI A 0_5.3 0_ SMPEON NTIL HANGERS. - TEL.508-743-0904 FAX 508-743-0903 - / ran A .. 2- LK MEMBERS NOTED ON THE PLAN SHALL BET IAICRaLAfA LK NHH Pb-2.600 PSI AND MQE_I a00,OW P51. ' • ..- 3 T�desi"@attbi,cam 3. T-1L Aq ER 11A-BEa PU CN .. Rs (]E 1 2x1D w/Vz Fu . }c 00 Vi 1 q xl _ , ag 9 „ X{ Tr L a L IT-1l+vn t -TE11— I II /. N 4` / P / a T'• �„✓ ♦ ,/ w w \\\ tin , o /'.�/ \ � - SECOND FLOOR p ♦ a i F _ .. ' - .... �, \ //� C/ ♦"\ � 'Tara . ''s ,y, FRAMING PLAN. � tin notate _. w ' UIIU-Scppuif - a a,e N r £ GG r cn a y NVEY on - - - ... M.AY 19.2004 - 1 d CFO _- SECOND FLOOR FRAMING PLAN _ _ s<.ID:va"=I!_o:, 1 - . .e f_ J _ , ROOF FRAIMING NOTES: 237$eapuit Road \ `\\ s. .h \ - -- : / \' � •' y I ALL ROOF RAFTERS TO BE 2 OE OR BETTER SPF SPpCIC C 15"OC Residence • -.\ . UNLESS 0 FR+ISE NOTED N BRAVIJOS. LONC 5PFI'I R EE '��1/{ ' . •' \\ - 2x I0 No 2 HEUI fR(TAP) Af1ER5 i0 ®SIeYVlii e,]V IP"1 , _ - /' CI 2z4 s—T UP 0—TIE TO n 2 COLLAR IE5 Y41ERE REO'D BY CODE SHALL BE 216 110,2 SPRUCE.TO HE— - \ n TESIT D.L.—us nG snME E ALL RATTERS LEADING ON Y.ALL PLATES TO HAVE SIlIP50H H25 HURRICANE TES € -/ / - - 2/R" LK RUN CONTI— RAIDERS Silvia x�rn 'r�. ry A REARING E OOOE (3E)/ LSS2I0 NANCERS AND STRAP SI PSOu Vll�i)p N.,yr.4 ppg/p 4T T., \ _ lln IJ.Cfl C4 4J iYT llCd LAIR E O P(T ) ... L VAULT—CIEL1 \ \ ! - 4 CA?HEADERS LL BE O 2 - 1 I LAYERS v,'z R 1/1 Co PLrWOOC� E BOORS:UEA 2N B w t UTCH _ PEAR 1) /2"FUTCH F�55®�Ilc&�eSy�b➢C.�B � � E n / ' < ErHER ERVA LEVEL HEADERS BE ZY" .1 2-FIiC EXCEPT Ds ) 12S4AMain.Sheet E zxs . TC Osterville,MA 02655 _. .. 6: - L s P,nG \ _ _ PLAT 'o .. LV s ♦ TacaeO awinga for I _ / t EP EELaW Us '-� 4,�y`� 41I P ov OE soL 'IT . mR H auT'ALL F s s=Low 1.rPl - a y� ,. ... 6 I -.a'. y IZn-,.<A -+/<• vL's \ s ,..-_ +' P/1'D. _ !S ,. . s / s �3 e Y \ t rf ' b SIGN Inc. ' .,-, - _,.` , , / •. ! '� GNGD 8 STONE BAY BUZZARDRIVE 4 .NIA 02532' - .�. _ ., ..R, ♦ / ,y •.., _ � .. � FAX 508-943-0 - . i w r gdesi.gn@attbi.c nR I z Poc } OI TER-UP c -. xss-DES, - ' n•5 w ,. 1 it O 1> .. ' - TIE PO s wn Et-�Psan-Ls A,a hs .. -TIE POI TO NE w.B _ I \ w lli / i �D / / ' v > e , 'Cl Om®IE NO1, MO. ,1 e. \ / r ;' �. " - / / ^° �y v _ P Isl zx4 �"'^b"'f..]E�egYr:.-fa RUOE OTHE tv A— HAI A<. / _ f , i \ry � / •: ,„ 1 I,...sY,•LVL•s.. T d 't: " / x, F', P� / - \ RoL 1 , A Svo/ A //// /- •a"-� F' ;k SO— Ti z4 a ��� oWAL fTO CIA.SOOL--In ROW m --.. � -`♦- � � , an rl e. .- . .. -- - c ' - ROOF --___ - I ._.._RI , IBI LVLs ' - - - - - FL31L1S YLtl HUREoLTs SI„,'.,+Y•LVLs ZI +'zYonGaos c . e,Blecr. 0110-Scu .:. sP=cAL Y.'IHVY nAL CC , i r,05 III Di on LAG soLTs - ....Iz1 Ex+o's • ._nv�Rr sve Y,•- - Rea aY rY Oil AOOLE x - - RIGDE bETAIL- Cal RIGDE DETAIL R1C-DE DETAIL - - - g�. o RiGDE DETAIL 11,11,2114 . f ROOF FRAMING PLANT scale:1/4 _V-B„ I ti 237 Seapuit Road Residence Osterville,AAA Silvia&Silvia Associates,hic. 1284A Main SD'eet Osterville,MA 92655 e l°cme...lo,u.°Her s°non c.°ssmr.11h aw°er. m.unne OIYIICP PFIA"'All PIGHiS CHON COPYflIGHIi 10 PIANS ANO CONSIPII CHMEIrtS GNG DESIGN Inc. A STONE DRIVE ➢UZZAR.5 BAY MA 01537 FAX 508-7A33 0903 a gn design@attbi.com LZ _. / H,✓/ / // // 0 // / //// ELEVATOR /// / / ////// s.l - YIH.°.. - S Q F T CLOSETo / - L / / / / / / / / / 445 S Q F T / 726 S Q F / HEATED SPACE 54 SQFT 335 SQFT Lower Level TOTAL � Floor Plan HEATED P,.te.. N33a_sHNH;I Olay 19,100. Lower Level Floor Plan(Basement) Scale:1/4-11-oil 1 i j 237 Seapuit Road Residence g Osterville, MA Silvia&Silvia Associates,Inc. 1284A Main Street Osterville,MA 02655 All,.EL sswonE L S-1.E`A ac"mp1-.cA..-N.l AvlAP .T v'shall enOS WIIaT scoedlmwln9s for // / / // / // • / // 0 ^/// // /// - - 1. Ad—of mslarosst mm ncmeG�;orNPrlo — F me IlIg,s.c hs .,,,y.1 Rx Ora rm 1"t I a prolttl of Ih a vm om - 1 d1pN r uxq"IN,A W-A for the OWNER RElANIS All RIGHTS.HICLUDIlD 0011RGH11 PUc11011 DOCUMENTS TERRACE GNG DESIGN Inc. 20.a0 PoaL W E ST—E.EDGE. 8 STONE DRIVE ' BUZZARDS BAY N5A 02532 9 0 A X 5 0 S 7 4 3 0 9 0 3 gngdesign@attbi.com /A / / / z - / Xil THER FRONT PORCH.-—AL one UVLSH F / . o / / / I A3.1 686 SOFT 5410 STIR HEATED'SPACE h elnle: 368 SQFT _ ALNOTES: PORCH First {6 (5 t��InTERIOR ARTMOHS s ALL SE PULLT--ATED / Floor Plan 4� �9 C — - 3 �/��J f� s D �'+ WITH 3 Y ImF4 6ERGLA55 pvSUL4ilOrt 2 L ORS 6 H :UH CEn weLLS ' PJ?EO OH waLL A UnA,T TOTAL �, 5410 f ,{ E�0. � �r o�L`o IenvoHs HDTeu AZE Fawn+PACE oP RouGo - I I. Y sounD wau RPAILlwD HSHALL usE zz<5r4GEPE o Draw eCG PTO"GLA55 SOUnD USSULATIOH WOVEn SETWEEH 15 STUDS.USE%'SHEET ROCS FAST n TO STUDS W/R CM1ecked I, {{��" Jh_\(/'� HAT CHAnnELS.TTP. GVG TI.A1 11,20114 cel Hamb First Moor flan A I 3 237 Seapuit Road Residence Osterville, MA Silvia& Silvia Assn fliIl>tesy Inc. 1284A Main Street / Osterville,MA 02655 DECK/ m Al no U ol1p-lonon 1y q-y p. 1 Ulm dimenaipna aM1c coy z p c / / I I ;ou4l�pon a,wnmo and E I M1 d / olM1 � ,em .pewlM1ppllM1e ,O-115llAll'COUSTRUC 14D CUM—S xis • / ///// A9 DECK GNG DESIGN Inc. 3 STONE DRIVE. -. - / // // --1/ / / / / /j'T // /' // // / //. • _ BUZZARDS TEL.509-743 n 7'0904 FAX 309-743-0903 zzA - gngdesign@a¢bi.com DECK OrA / / I DECK AL 7 I pR tr✓/ ///// / zo If�///// .. - _ /// / z////// �//// DECK - 4 / r SQFT A. 295 SQF I 3712 EgC HEATCD 5?ACE 604 C�FT Second! 1073 SOFT Floor Plan TOTAL 3 712 S Q F THEATED GG p,olwek al,o-Sp:Ap,l 1 GNG SPACE CM1(eked AV +} e' IIAY 19,2D04 me.r. . Yprlh �� Second Floor flan Scale:1/4"-1-0l g A ll _ ! J 237 Seapuit Road Residence Osterville, MA Silvia& Silvia Associates;Inc. 1284A Main Street Osterville,MA 02655 All t-'- mparvb v cvndr�vnv 1 I len a mensly-Ay lvn e'rxv@nw.tltlxOl�awly tlrvw n9eob IvpurcN ary vNl mlvicrivla vnticvmmencmenl vl wvrM. vwf...ere IM prvpvnr vl Ilw OwrcraM env 111 nnere�lwf.,mv vae w Ye1-.1 mr>tiv.m Dinerpv.pveq yr prvkn IM - - ppv wnnerr co�.�m of mvlowrcr wt N D0CUOPYPIONrS Vlli0 Pl4N51 A,✓Dr CONSixIICI ON pOC11MElR3 ' GNG DESIGN Inc. 8 STONE DR]VE BUZZARDS BAY NIA 02332 _ TEL.508-743.0904 FAX 506-743-0903. • DECK • ,� .. y gn-design@attbi.com 30 .303 / ELEVATOR / 302 - .. - POWDERROOM A . - 268 sGft - - HEATED SPACE Roof-Observation _ Level 263 Q 1= f-- ]Floor Plan 'TII 0 T A!p 266 a7�1= I � � � Prprocr o]ta_se.pu;t R�EATE °w cd SPACE plal.eer: QNG i _ .-.. 1/4"=]•-Orr ` O1vy 19,2004 ' O-za pmN�mbe� • �; T i Roof-Observation Level Floor plan Scale:1/4 11-011 g 1 y t. y 22'—O" — — — — — — — — — — — —— — — — - — — — — — I HOWE 1 GALLY IF] , I N, / C ANG�RM 0 I I //\\ 0 I / \ I — °-' •; N / O1LE'T RM H I. -4, 4-11 —=------------==--------------------------------------- — — y GNG DESIGN Inc. 237 S1114AM1IT DRAWN BY: GNG POOL HOUSE LAN SCALE: 1/4"= T—O" 8 STONE DRIVE BUZZARDS BAY MA 02532 Silvia & Silvia Associates, Inc. TEL. 508-743-0904 FAX508-743-0903 DATE: JULY 7,2004 ®i� i 1284A Main Street Osterville,MA 02655 APR1L 18, � gngdesign@comcast.net REV. 2005 �. 0 It A 4 w� O POOL. TERRACE EDG ABOVE � 1. •- O� � Q , 0 0 00 17'-O" 0 O La O BACKFILL W/CLEAN GRANULAR FILL Z O O MECHANICALLY COMPACT. PROVIDE OPEN CORE 8° CMU BLOCK ON EXIST. I FOOTING AND FILL SOLID WITH CONCRETE WHEN SLAB IS POURED I m W Q W 10° 3' Ill0" 1fi-O 10° I Q U H W p to C) w Frr 00kn cq " I I DROP TOP OF WALL c� SEE SECTION E 5" CONCRETE FLOOR SLAB co I10' 10" 8'-8" W/6"X6' W1.4XW1.4 WWM OVER dy 6 M1L VAPOR BARRIER OVER MECHANICALLY COMPACTED �� S GRANULAR FILL, 9' LIFTS, FINAL 6". STONE 0 � con SEE SECTION FOR TOP OF SLAB 4" CONCRETE FLOOR SLAB I I I N W/6X6 W1.4XW1.4 WWM OVER I I M 6 MIL POLY VAPOR BARRIER BACKFILL W/CLEAN GRANULAR FILL N M OVER MECHANICALLY COMP. I MECHANICALLY COMPACT. PROVIDE ¢o GRANULAR SUBBASE. I. I OPEN CORE 8° CMU BLOCK ON EXIST. w ..FOOTING AND FILL SOLID WITH . CONCRETE WHEN SLAB IS POURED ►--i o Nk L� � Q O w � 0 TERRACE C!1 N a Ua POOL Q � GENERAL NOTES: EDGE ABOVE � - w � wM PROVIDE 5/8'0 X 12" OR 18" (SEE DETAILS ON S1.1) ANCHOR BOLTS SPACED ►�� a ® 4'-0" O.C. MAX., 12" MIN. FROM EACH CORNER, TYP. ca FOUNDATION WALLS AND FOOTINGS SHALL BE A MIN 3000 PSI ® 28 DAYS. z a ow F E- 1+ as-o rrolea 2 g 237 Seapuit Road Residence Osterville, MA T I I NOIE6:� v I nviva on WBEfvnlnp ypkol vna Y opp11 vgvvlly to v0 rnmpmnbly cpnCwonv - EMerolw abvv Ivkv praevEvnro. - a.ipm maa.,. we—o�pnlm1 pM.— WlommvG'6avvle^GroupI.,bvlvry �.? Ive ab M1vry valuer been v or purpnaaW 0 6 Ip anou'Inu!p clllod lM1e N PrePer.0 .I 1 rlbe onnero IM1I pe Jeel vl lbb Abe Ilv piw vra npt to l;y om.p�I,p ar ueeE Fy - ' .jn pMor nboly for n —.11e, Prot � .�enlh.ba M aealpn GrouPi Inv - h jl\WJ/ GS Design Group Inc. 2150—Ave. P.O.B.1200 Onset.MA 02532 - Tel 509.295.2952 j a � m j Silvia & Silvia WE GRACE TO-IL LLC 1284A Main Street Osterville,MA 02655 - I Iswed For o j - -- — — -— — — — — — '— — — — — — -b - - -0 REV. ISSUE DATE Ex6T'G GRIP;T-OS I ^ a _ aj 00 4Z-W r . FIRST FLOOR PLAN Drawing Title: ® - Drawn By. Checked By. 2 A2.2 l . A1 . 1 {{} Drawing Number: lyy - File Nome: Scale: Dole: 12/22/iSAs Noted r - Project 2 A2., 237 Seapuit Road ® Residence 4a-01 - - Osterville, MA 2d CI' i 20 P ti NOTES: y,1 _ • MpnWc>myro>etlO nlmS sm hPlW srM tllmrrw P.II psmbl.ronwnene. ten„n.o mxo pr.c.Eeneo. Erton Pr tlbempvndov on \ / . tle011f vm is ne beuSM ry Sw snanWn emm.k11.:r.V-n.ler. in.nsrx. rI.1,Nn.e... noon ncatlman0.1 purcn.evtl GSOe>Ipn amSup,Nc especlBulh pmpvretl . I I into ptlete>1 vl W>>ne I lls sntiv-1.to ns IlalaC sr ussC nnele ieranYe ner perpo>S ' � \ 111 / {. or%ml mluvn e�o•mar un.ut ms \ I ATTIC I / G9De>Ipn Gmup,loco P I I / I ® 0 F-1 GS Design Group Inc. 215 Omer Ave. . F x P.O.Don 1200 �e to 107 , b - M 01 t.MA 02532 BAALF LAUNDRY T n - Tcl 50R.295.2952 ROOM o ,nag• 5.,. - A2.1 5 KITCHEN F101 - EDROOM TwBo _ b 61 Zn� a} 2• 44'Cr 52' Silvia & Silvia I b LLC 1284A Main Street Osterville,MA 02655 F DINING ❑ � b I—ed For REV. ISSUE DATE S,-y _ 10, r BEDROOM _ ONE LIVING ROOM 103 • RATH CA GN, ONE \7✓ - ' STAIR n'74 V a _ - 41 FOUR SEASON . 2:•:2• 5S4]. 42'-22• SECOND FLOOR PLAN Drawing Title: • ® Drawn By-, Checked By. A2.2 r A1 .2 Drawing Number: �pFile Nome: Scale: Dote: t2/22/15As Noted 4 PROPOSED .05 Za \ 88 \�O ACCESS O / I O EASEMENT T \ \ (EASEMENT PLAN (P 's TO BE CREATED) \ �3. � \ O.,W WEl —14— o �• , 1 N6ao552 \ a / • N50049149" 001, PROP. CRUSHED w 26 $ 10� o_ STONE DRIVE \ 1 1 TREELINE 12 \ \ TRENCH DRAIN \ RIM TO BE SET 12x2' 12 N \ 6 @LOW SPOT EX. 9 BEDROOM SAS PR._ o . . .. .:.. � _ _ _ _ CRUSHED ONE DRIVEWAY \ O O O ® 5 \ ::..:., .... . ;;:... : 12x2' 11x5' X k8 CEO . EDGE OF BORDERI :.,. 40' \ WETLAND (FLAGS WI FLOOD ZONE LINE DIVIDING ZONE X a �\ FLA (<500) FROM ZONE AE (EL.12) BASED OWFR THE-GROUND FIELD AL ON ON ACTUAL o FNTR,q EVE( \ \Fc O SURVEY +P ar 11 NC I O - INSTRUMENT12x6' b R. x5 U\ � � F �+ � ® S�A(E ra 101 ec Gqt iNG T G Z PROPOSED GARA( \Fier IS OF=134E to \F< £ �e�13 m I �� w/2 BEDROOMS AI 12" HDPEI(TYP) / (FOOTPRINT = 2,80 a c (1% MIN. SLOPE) FFE=14.53' BFE=4. i , USNEO STONE EDGE OF BORDERING VEC ORl W,qy \ ®D D \ I ( (FLAGS WET 100 thru WET 113) F N k � X \ \�o ra k, _ � i GAR �36 00 E 6 l FNCEk PROP. (3)6' DIA., 1,000 00FL� YX-D I / \k A' I I GAL. LEACHING PITS WITH -� 8'x33 CRUSHED STONE (FROM TOP OF PIT TO ��'� G. \ BOTTOM OF PIT) -kk -'r/ G. 1, \ PROPOSED k k POOL D _ ST HAYBALE LINE O HOUSE O NEwACC EO guFFER vND`S'T eM p.1N wNTAC MAP 95 5ZONE-r0 RE PARCEL 14 POOL AREA=487,872t S.F. \ . PAT/O (Per assessors) \ .• C STONFIN ® STA//zS _ � EXISTING TOP OF FINISH GRADE OVER D-BOX= 14.0' FINISH GRADE OVER CHAMBERS= 13.0'-14.0' GENERAL NOTES FOUNDATION PROVIDE PRECAST CONCRETE EXTENSION SLOPE @ 2%MIN.OVER SYSTEM REMOVABLE CONCRETE COVER TO RISER WITH CONCRETE COVER TO WITHIN 3/4"TO 1-1/2"DOUBLE WASHED STONE TO CROWN OF PIPE 1. UNLESS OTHERWISE NOTED, ALL SYSTEM COMPONENTS AND CONSTRUCTION ELEV.= 14.Z5' 6"OF FINISH GRADE OVER OUTLET. WITHIN 6"OF FINISHED GRADE 2"OF 1/8"TO 1/2"DOUBLE WASHED STONE METHODS SHALL BE IN ACCORDANCE WITH TITLE 5 OF THE STATE FINISH GRADE OVER 5"DIA. OUTLET(S) 4"SCHEDULE 40 ENVIRONMENTAL CODE AND ANY APPLICABLE LOCAL RULES. FINISHED GRADE 13.7' PVC MIN SLOPE 1% FOUNDATION - 13.8' TANK EL.= PLACE RISERS ON ALL CHAMBERS TO 6"OF FINISHED GRADE 2. ANY CHANGES TO THIS PLAN MUST BE APPROVED BY THE BOARD OF HEALTH AND THE DESIGN ENGINEER. 20" MIN. ACCESS COVER 9"MIN. TOP OF SAS= 1 1.4' 3. 4" SCHEDULE 40 PVC PIPE WITH WATER TIGHT JOINTS SHALL (TYPICAL FOR 3) 36"MAX. 36"MAX. 9"MIN. - BE USED IN DISPOSAL SYSTEM UNLESS OTHERWISE NOTED. PROPOSED 4" 10.4' 36"MAX. BREAKOUT EL - 1 O.9' SCHEDULE 40 PVC 4. TO PREVENT BREAKOUT, THE PROPOSED FINISH GRADE SHALL NOT BE LESS THAN MIN.SLOPE @ t% 6" 3" 2"DROP MIN. PROVIDE WATERTIGHT ELEVATION = 10.9' FOR A DISTANCE OF 15'AROUND THE PERIMETER OF THE SAS. 3"DROP MAX. 3" 9" JOINTS(TYP.) o o = SEPTIC TLL-L ANK 4"PVC OUT TO 0 0 0 0 0 �o O �o p 5. SLOPE ALL SOLID PIPE AT 1.0/o MINIMUM. Sb ' 14" = 11 .60' LEACHING FACILITY po 0 0 0 6. THIS SYSTEM IS NOT DESIGNED FOR A GARBAGE DISPOSAL. 11 .85 -� _ op 0 0 � 00 � � 0 pp 00000 12" o0 7. LOCAL BOARD OF HEALTH AND DESIGN ENGINEER TO BE NOTIFIED EX. I NV = 11.0' MIN. 10.8' 2' opt ao o� PRIOR TO BACK FILLING WHEN SYSTEM IS NEARLY COMPLETE AND OUTLET TEE o0 0 0 0o READY FOR INSPECTION. SYSTEM IS NOT TO BE BACK FILLED �- 12.35' 60" 6"CRUSHED STONE o 0 0 0 0 0 0 o WITHOUT FIRST OBTAINING APPROVAL FROM BOARD OF HEALTH - - OVER MECHANICALLY o - 26.9' 22"ZABEL FILTER COMPACTED BASE 1.75' 8.5'(typ.for 1) 1.75' AND DESIGN ENGINEER. MODEL#A1801-4x22 5 OUTLET DISTRIBUTION BOX 80.0' 4 0 (�.9' 4 8. ELEVATIONS BASED ON DATUM OF 10.14' NGVD (GAS BAFFLE ON TO BE INSTALLED ON A LEVEL STABLE FROM RIM OF BRICK PIT AS SHOWN ON PLAN. BOTTOM) BASE. FIRST TWO FEET OF OUTLET 8.4' GROUNDWATER ELEV.= ADJUSTED TO 3.4 12.9' PIPES TO BE LAID LEVEL. 9 - 5OO GAL. CHAMBERS 5'MIN. 9. CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION THROUGH DIG-SAFE AT LEAST 72 HOURS PRIOR TO COMMENCING WORK ON SITE PROPOSED 2500 GALLON CONCRETE SEPTIC TANK AT 1-888-DIG-SAFE AND ANY OTHER APPLICABLE AGENCIES. REPORT ANY LENGTH 12.0' WIDTH 6.5' DEPTH 7.0' CROSS SECTION VIEW TYPICAL CHAMBER PROFILE CHAMBER END VIEW DISCREPANCIES TO THE DESIGN ENGINEER. 10. ALL JOINTS WHERE PIPE ENTERS AND EXITS CONCRETE SEPTIC TANK PROFILE DIMENSIONS PER STRUCTURES SHALL BE MADE WATERTIGHT. ACME PRECAST CO., INC. DISTRIBUTION BOX DETAIL CHAMBER DETAILS(H-20) NOT TO SCALE TEATICKET, MA NOT TO SCALE NOT TO SCALE 11. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH DEEDED OR ZONING REGULATIONS. OWNER/APPLICANT IS TO OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY. 12. ALL SEPTIC SYSTEM COMPONENTS SHALL WITHSTAND H-10 LOADING UNLESS '( � ° © LOCATED UNDER PAVEMENT, DRIVES OR TRAVELLED WAYS IN WHICH A` / TEST PIT DATA CASE THEY SHALL BE WITHSTAND H-20 LOADING. 'ravelled \ II ;�`�% 1 / MAP �5 / \\ \ \ �� • .AIL 13. DOUBLE WASHED CRUSHED STONE SHALL BE FREE OF ALL DIRT, DUST AND \` INSPECTOR: EdBary(BOH) FINES. PARCEL/j 4-B i \ _ _ - - - - - - - - - t! O ���� IDH T l _---� i� i ;\��=� AL � \ SOIL EVALUATOR: Bernard J. Young, PE 14. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL LOAM, SUBSOIL AND \ J. calf --� / _ _ _ _ _ ` \ // � _ \ l l _� UNSUITABLE MATERIAL FOR 5 FT. ON ALL SIDES OF LEACHING FACILITY. I i © December 3, 1999 - -- _ � - �� � - - - � ' ' _ _\ \ � � Q DATE: REPLACE ALL UNSUITABLE MATERIAL WITH CLEAN COARSE SAND FREE H � ss4ro4'4o __ 23s.7o' I v i ! / \ \ ;.fix. ( • TEST PIT#: 1CBIAV FROM CLAY, FINES OR OTHER UNSUITABLE MATERIAL IN ACCORDANCE WITH Br `� 1 / ` I I /sr !! m �2500 ` \\ n �.. -.,� V ELEV TOP= 12.75' 310 CMR 15.255(3). I�2� ! 4,... ELEV WATER <2.75' \ ater M ter l it/ PROPOSED 12500 G LLON ��oa' / �g� \ \ \ � 3' c 'fer t ��// l ^ � \- �� � \ - 1 °' • � PERC RATE - <2 MIN/IN 15. CONTRACTOR SHALL NOTIFY DESIGN ENGINEER OF ANY DISCREPANCIES \ \ o Be em0v / =20 SEP#C TAN / - / . / \ \ j \ ` - • - \ H, / CB 1\ \ C 1 L.; • • FOUND IN SITE CONDITIONS FROM THOSE SHOWN PRIOR TO CONTINUATION OF WORK. \ I , • ° • . • TEXTURAL CLASS: 1 \ ♦ 1 I I ! I , /'` \ \ `- o • 16. PROPOSED PROJECT IS LOCATED WITHIN: EV AL 13 ___ �`�' I / /Qj II \I \\ I ► 1 �_-�'- \ j _ T • -------- -- - --- - - -- ASSESSORS MAP# 95 PARCEL# 14 (NOW PARCEL 14-A) \\ PROPOSED WATERL�iJJ=\ . ' ?-,. - 1--- _ �\ \ �v / I \ �' \ \ RF-1 I \ \ TP 1 ° ° ° o 0 0 0 0 0-- - - _ \ \ c \ I \\ \ 1 \ \ .• ZONING: ^, \ - N \\ I o \ / / / \ \ ' . • I O Organic \ ` �= ! Q ` / \ `- ' AL 8 MINIMUM REQUIREMENTS& SETBACKS: ____ --�`� 2" 12.58 MIN. LOT AREA= 87,120 S.F. PROVIDED = 160883±S.F. \ II PROPOSED ANT R\��P / I l �� w H \ I l t -/ \ \ LFS MIN. FRONTAGE =20' PROVIDED =94.84' �.-J- ��• A 10YR4/4 I �\ ! pRGPO��OGP i \ / I I `--�s 10" 11.92' FRONT SETBACK = 30 FT. I I ` , R i I -" SIDE & REAR SETBACK = 15 FT. j B LS 11 r' _ l: 10YR 5/8 \ l�� \ w *� / / / _ =- \MAP 95 f �' ��y •• 1 " FEMA FLOOD ZONE C, B,A13(EL. 12), A11(EL. 11) PROPOSED 9-500 GALLWV \ w � \ PROPOS�A � I I I 1 / ----'�^`�� �= /i •. �. 24 10.75 \ H-20 LEACHING CHAMBER \ 1 _ GARAGE I' 1 / _� • l PARCEL 31 ��` , • � AS SHOWN ON COMMUNITY PANEL# 250001 0018 D AIAL AL 17- OWNER OF RECORD: SEAPUIT PARTNERS, LLC � PROPOSED / ! v / ! 1 \ v I � i � � � •� • \ \\ DISTRIBUTION 80X 1 13- I �/ I \ ti ,--- \\ 1 •• • �h, ADDRESS: 3 SKIDAWAY VILLAGE SQUARE �'` \ I �� f • II j • •. • I Gravelly COS SAVANNAH, GA 31411 100 YEAR FLOOD , j i , I 1 I \ _ \ '` • • ! 10YR 6/8 ELEV. 12.0 i- / / / 1 \ \ �' --_° a 1• r \ \ \ ( )-- - PROPOSED I i I \ 1 r-_ r� \ ; u� C 18. DEED REFERENCE: -- CERTIFICATE 170740 PkORGSE?-SEWAGE EJECTOR \ GARAGE ( I I 1 \ I \ PUMP, ARNES SE411, PROPOSED 1750 RPM, SSWGLE PHASE, ,\ 9-BEDROOM I I I \\ \ I S �, ' I I I iAL LOCUS PLAN No Groundwater 19. PLAN REFERENCE: N.\ /CT� 115 VOLT, 5.4 � IMP. DIA. ,; DWELLING �i I I I I I \ 120„ Encountered 2 75, LOCUS IS SHOWN AS LOT A ON A PLAN TITLED"PLAN OF LAND IN BARNSTABLE(OSTERVILLE) 11 / i i I I MASS., PREPARED FOR 234 TRUST, BY DOWN CAPE ENGINEERING, INC., DATED AUGUST 6, a4' �� \\ SCALE: 1"= 1000' 2003, TO BE RECORDED AT THE BARNSTABLE COUNTY REGISTRY OF DEEDS. OL - I � LEGEND \ �� USE _ / \\ I I I I_ PROPOSED 6(60-GALLON ` � \ 1 °o // / I I i ��� \> DESIGN DATA 101 X7 EXISTING SPOT GRADE H-20 LEACHING PIT TO \ 11 / / DRAIN INGROURD POOL �2 `��' -" -i- II o I-- ---�\ N\ TEST PIT DATA RIM ELEV.�� 11.5'� �S� P00 0f �o�n 100 EXISTING CONTOURS AL ° AL NUMBER OF BEDROOMS 9 i�� PROPOSED CONTOURS cr, INSPECTOR: Ed Barry(BOH) \\ o \\ i° O. \\ i i \\� II DESIGN FLOW 110 GAUDAY/BEDROOM SOIL EVALUATOR: Bernard J.Young, PE 102 PROPOSED SPOT GRADE MAP 95 TOTAL DESIGN FLOW 990 GAUDAY �I DATE: December 3, 1999 PARCEL 11 \ 1 I ,� /fP 2 I \ DESIGN FLOW X 200 % = 1980 GAUDAY TEST PIT#: 2 WOF PROPOSED WATERLINE \ \ � _l�0 USE PROPOSED 2-2000 GALLON SEPTIC TANKS ELEV TOP= 6.4' TEST PIT LOCATION ELEV WATER= 3.4'(Adjusted) B.M. \ Rim Bric�k.Pit -- 1 / TLAND BUFFER -�(SP �5 / �,� =/ PERC RATE _ <2 MIN/IN PROPOSED 2000 GALLON SEPTIC TANK Elev. = 10.'1\4' \ - -, ,/g O O O N.G.V.D. �' �/ �'6/ A�/ -_� TEXTURAL CLASS: 1 10 �, = INSTALL 9- 500 GAL. CHAMBERS 4"SOLID SCHEDULE 40 PVC PIPE \ \ 1 I�a 5 SIDEWALL CAPACITY - --- - -- 2"SOLID SCHEDULE 40 PVC PIPE \ \ (LENGTH+WIDTH)(2 SIDES)(2' HIGH)(.74 GPD/S.F.)=GAUDAY 0" 6.4' \S SL INMGRr S �a // / ��// __\ �'`�- ��/ (80.0'+ 12.9')(2 ) (2' ) ( .74 GPD/S.F.) = 275.0 GAUDAY A DISTRIBUTION BOX LARGE EES) O Q oo. II _4-- ,. Fill `\ 2on °ne ,� _O _ ---' / / T1AND Bl �� IPe AL " 500 GALLON LEACHING CHAMBER e q B 7- - \o A71ON c°NrnQL LOC \\ f / 6 5.9' O AnoN / BOTTOM CAPACITY _------ -- // •/ , _ j C-1 Gravelly COS 6 6/3/05 BMB ELP REVISION TO POOL HOUSE / / (LENGTH x WIDTH) (.74 GPD/S.F.) = GAUDAY 10YR 5/6 _______ \` `J� gUFFE ----MAINTAIN BY MOWING ANN LLY / Of NG AREA �/ (80.0'x 12.9') (.74 GPD/S.F.) = 763.7 GAUDAY 5 5/25/05 BMB ELP ADD SEWAGE EJECTOR/CHANGE SEPTIC TANK \� �� D - NOT PRIOR TO JULY 1 OW RAFTER OMIT op 4 12/4/04 BMB ELP REVISION TO POOUPATIO AREA sEP�MKP-,0. TOTALS: 1 3 11/24/04 BMB ELP REVISION TO POOUPATIO AREA \ ---- -------- - _ \ _--- x ice\ 9 C-2 MS 2 7/10/04 BMB ELP RESTRICTION LINE �\\`- ---- AL TOTAL NUMBER OF CHAMBERS 10YR7/4 _ _ TOTAL LEACHING AREA 1403.6 SQ.FT. 1 3/22/04 BMB ELP GRADING \ ---- --- /---_- _-- EXTEND ELEVATED MF „F/ REV. DATE BY APP'D. DESCRIPTION TIMBER WALKWAY '-=� TOTAL LEACHING CAPACITY 1038.7 GAL./DAY 1 ���- 1�,�, ---• 66 Standing @ 6 PROPOSED SITE PLAN --- - no OF.-..._-.._------- `.ram �' OF ---- -� / , ----- PREPARED FOR: & USGS GROUNDWATER ADJUSTMENT C-3 ------- - COS SEAPUIT PARTNERS, LLC AL AL A AL A3 -_ - �, .I� ---- `` `�\ AL jam' AL ��� WELL: MIW 29 _C_�" AL AL __ �� -�� / A` � AL -1.6' LOCATED AT � � � ,IL ZONE: A 96" AL � '�� 'r` ��\ '�`. i�_-�__ _ ___---�_-\ AL SEASONAL HIGH GW ADJ: 2-5' AL AL AIL __ _ -,- 237 SEAPUIT ROAD AL AL _ - - i _ ,� OSTERVILLE, MA - - � � � �___ _ THIS PLAN IS A REVISION OF A PREVIOUS PLAN PREPARED BY � =a AL DOWN CAPE ENGINEERING, INC., DATED FEBRUARY 22, 2002 SCALE: 1 INCH = 30 FT. DATE: MARCH 11, 2004 \ \\ / � �����OF 0 15 30 60 120 FEET S h a m s / � ;: � . I P IN O _ J �' a PREPARED BY: n d PESCE ENGINEERING iFo' ��r� AND ASSOCIATES Rss� NAi EDWARD L. PESCE P.E. SITE PLAN ENGINEERING SERVICES 451 RAYMOND ROAD SEPTIC SYSTEM DESIGN PLYMOUTH,MA SITE SURVEYS 02360 SCALE: 1" =30' � PHONE/FAX:508-743-9206 FINISH GRADE OVER D-BOX= 14.0' FINISH GRADE OVER CHAMBERS= 13.0'-14.0' GENERAL NOTE S EXISTING TOP OF PROVIDE PRECAST CONCRETE EXTENSION REMOVABLE CONCRETE COVER TO SLOPE(�29t.MIN.OVER SYSTEM 3µ•TO 1-1/2'DOUBLE WASHED STONE TO CROWN 0'=PIPE I. UNLESS OTHERWISE NOTED,ALL SYSTEM COMPONENTS AND CONSTRUCTION FOUNDATION ' RISER WITH CONCRETE COVER TO WITHIN - - - - - -- �ELEV.= 14.25 WITHIN 6'OF FINISHED GRADE s'OF FINISH GRADE OVER OUTLET. 2.OF 118'TO 10 DOUBLE WASHED STONE: METHODS SHALL BE IN ACCORDANCE WITH TITLE 5 OF THE STATE I - ©o()- fI►J�`�IF T (, FINISH GRADE OVER 5'DIA.OUTLET(S) 4'SCHEDULE 40 ENVIRONMENTAL CODE AND ANY APPLICABLE LOCAL RULES. FINISHED GRADE 13.7' � FOUNDATION = 13.8� TAN(EL. F I I PVC MIN SLOPE 196 PLACE RISERS ON ALL CHAMBERS TO 6'OF FINISHED GRADE 2. ANY CHANGES TO THIS PLAN MUST BE APPROVED BY THE BOARD OF HEALTH AND THE DESIGN ENGINEER. 20' MIN.ACCESS COVER 9'MIN. TOP OF SAS= 11.4' 3. 4'SCHEDULE 40 PVC PIPE WITH WATER TIGHT JOINTS SHALL (TYPICAL FOR 3) 36'MA-X 36'MAX• 9'MIN. 10.4' W.MAX' BREAKOUT EL = 10.9' BE USED IN DISPOSAL SYSTEM UNLESS OTHERWISE NOTED. PROPOSED 4' 4. TO PREVENT BREAKOUT,THE PROPOSED FINISH GRADE SHALL NOT BE LESS THAN SCHEDULE 40 PVC 2'DROP MIN. PROVIDE WATERTIGHT ELEVATION = 10.9'FOR A DISTANCE OF 15'AROUND THE PERIMETER OF THE SAS. MIN.SLOPE a 1% 6' 3' 3'DROP MAX. j3- V9' JOINTS(TYP.) gipo S4'PVC IN EPTIC TANK 4'PC OUT TO OoO5. SLOPE ALL SOLID PIPE AT 1.0°,� MINIMUM. LEACING FACILITY o isTf ' 14' - 11.60' �o = = = = Q Q Q Q �0 6. THIS SYSTEM IS NOT DESIGNED FOR A GARBAGE DISPOSAL. 11.85 - 12' �o 0 7. LOCAL BOARD OF HEALTH AND DESIGN ENGINEER TO BE NOTIFIED 11.0' MIN. 10.8' 7 0 0 0 0 O D 0 0 0 0 0o PRIOR TO BACK FILLING WHEN SYSTEM IS NEARLY COMPLETE AND EX. NV = OUTLET TEE -1 00 a$ oo READY FOR INSPECTION. SYSTEM IS NOT TO BE BACK FILLED 12.35' 6o- 6 CRUSHED �Y � �� � 0 Q LLJ 0 � 0 � o _ o Q � 0 � 0 o WITHOUT FIRST OBTAINING APPROVAL FROM BOARD OF HEALTH COMPACTED BASE 1.75' 1.75 AND DESIGN ENGINEER. 26.9' 22"ZABEL FILTER -• 8.5'(typ.for 1) 4.0' 4.0' MODEL#A1801-4x22 5 OUTLET DISTRIBUTION BOX 80.0' gip) 8. ELEVATIONS BASED ON DATUM OF 10.14'NGVD (GAS BAFFLE ON TO BE INSTALLED ON A LEVEL STABLE BGTTOM) BASE. FIRST TWO FEET OF OUTLET 8 4' GROUND WATER ELEV.= ADJUSTED TO 3.4' 12.9' FROM RIM OF BRICK PIT AS SHOWN ON PLAN. 9. CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION PIPES TO BE LAID LEVEL. 9 - 500 GAL, CHAMBERS 5'MIN. THROUGH DIG-SAFE AT LEAST 72 HOURS PRIOR TO COMMENCING WORK ON SITE AT 1-888-DIG-SAFE AND ANY OTHER APPLICABLE AGENCIES. REPORT ANY PROPOSED 2500 GALLON CONCRETE SEPTIC TANK TYPICAL CHAMBER PROFILE CHAMBER END VIEW DISCREPANCIES TO THE DESIGN ENGINEER. LENGTH 12.0, WIDTH �_ DEPTH _�� CROSS SECTION VIEW 10. ALL JOINTS WHERE PIPE ENTERS AND EXITS CONCRETE -- DIMENSIONS PER CHAMBER DETAILS H-2O STRUCTURES SHALL BE MADE WATERTIGHT. SEPTIC TANK PROFILE ACME PRECAST CO., INC. DISTRIBUTION BOX DETAIL NOT TO SCALE TEATICKET, MA NOT TO SCALE NOT TO SCALE 11. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH DEEDED OR ZONING REGULATIONS. OWNER/APPLICANT IS TO OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY. 12. ALL SEPTIC SYSTEM COMPONENTS SHALL WITHSTAND H-10 LOADING UNLESS LOCATED UNDER PAVEMENT, DRIVES OR TRAVELLED WAYS IN WHICH TEST PIT DATA ` __ - r s / I I \ < < \ '` s': ti;�'� • CASE THEY SHALL BE WITHSTAND H-20 LOADING. �rrovelled I 'r` 13. DOUBLE WASHED CRUSHED STONE SHALL BE FREE OF ALL DIRT, DUST AND MAP 05 / �� \ \ �� ,,. w►. •.. . FINES. PARCEL/+4-B // / `�\ \ - - - _ _ r INSPECTOR Ed Barry(BOH) =` - � ``` SOIL EVALUATOR: Bernard J.Young, PE 14. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL LOAM, SUBSOIL AND �� -� - \ AL „ UNSUITABLE MATERIAL FOR 5 FT. ON ALL SIDES OF LEACHING FACILITY. J Carl \ ` _ ' - - - d DATE: DMff4 r 3 1999 �. REPLACE ALL UNSUITABLE MATERIAL WITH CLEAN COARSE SAND FREE _ it_ - - I i '' 1 \� \ \ TEST PIT# 1 FROM CLAY, FINES OR OTHER UNSUITABLE MATERIAL IN ACCORDANCE WITH a► J i / �-- v ,�� / e , ,/ \ p0 \ `\ \\ ,� /� • - ,, ELEV TOP= _ 12.75' 310 CMR 15.255(3). CSYDH / 1 ELEV WATER- <2.75' \� NI J I ester M tsr +/ POSED 12500 G ONE ��oti• / S�s�O� \ \* - o \ \ o Be erno✓ �'7" PERC RATE_ <2 MIWIN 15. CONTRACTOR SHALL NOTIFY DESIGN ENGINEER OF ANY DISCREPANCIES H 20 SEP C TAN / /� ' qg�y / I \ r a� • FOUND IN SITE CONDITIONS FROM THOSE SHOWN PRIOR TO CONTINUATION OF WORK. 1 I "i I�' o �• • TEXTURAL CLASS: 1 16. PROPOSED PROJECT IS LOCATED r - E WITHIN: AbL -_\ \� __ �� I \ / J / \ I ► I �_-.- -\ (� r ASSESSORS MAP# 95 PARCEL# 14(NOW PARCEL 14-A) \ PROPOSED WATERL3NE\ ° o•m-.. r, �- ''\ ``\ I \Y\ c �) �\ I \\ j \\ \ \ v� • ,. - • O. 12.75' \I \ TP 1 0 •-� _o ev / - -�� \\ / O \ / ` \�- / \ \\ \ I ZONING: (2F-1 -� �' � � � \ / �x Q \ / �'� \__ � \ rI� . ' I O Organic \ Y"% � Z •N • . • MINIMUM REQUIREMENTS&SETBACKS: __ 7 �`r Oc \ �/ o . r 12.58' MIN. LOT AREA=87,120 S.F. PROVIDED= 160883t S.F. \ I PROPOSED�fiN,T \ ,\ \ _ - R\ \ / \\ H \ J l 1 --' \ \ AL A LFS MIN. FRONTAGE=20' PROVIDED=94.84' 10YR 4/I FRONT SETBACK = 30 FT. `�\ 1 \\ P R� // ,� �, I // ` /J i % .\ ♦ :; 10' SIDE&REAR SETBACK = 15 FT. Ls \ I \\ \\ \ 1 \ \ w J J 11 J l --- __=- \ \\�\ .. 10YR5/II \ \ PROPOSED 9-500 GALL / \, �, \ PROPOS�B' \ J / / 1 / ,_ __ MAP 95 ' : \ H-20 LEACHING CHAMBER -' GAghGE \ J I / / t�-- \ y,t 24' 10.75' FEMA FLOOD ZONE C. B. A13 EL. 12)..6,11/Fl . 11) \\ \\ ` / ► ,/ �� J / PARCEL 31 ;�. • • • • , s• •r i ��.:• ,.�..:uhil: r r-ANEL ti s �,.1'i';it'��V I 17. OWNER.OF RECORD: SEAPUIT PARTNERS, LLC PROPOSED I / , ,� � '� : � � / t t'i. I \ �`" I � ,• �\ 'I 1 Q • • • © . \� \ DISTRIBUTION BOX I / r i 1 '�` -' / r J 9�i 111� -- `\ I x; • ••. ADDRESS: 3 SKIDAWAY VILLAGE SCUARE . \ 100 YEAR FLOOD 'i, t \ I / ` I\ ' I Gravelly I_ .},rli�1 �� �� � // I 1I \I II � �' \\ I \��\ �!�'`�� l�' � •• • � II � Y �E1S SAVANNAH, GA31411 ELEV. (12.0) PROPOSED I ► i '' J \ 1 • C \\ \ PhOP•OSED-SEWAGE EJECTOR ` GAR\AGE I I I 1 1 r-_' AL AL \ 18. DEED REFERENCE: • � I I � � I \ CERTIFICATE 170740 \ • \ PUMP,`I�ARNES SE411. PROPOSED / / I I I I I \ \ RF \ 1750 RPM, SIQIGLE PHASE. 1 / I A c,- DEj 115 VOLT, 5.44l IMP. DI DN�I LUNG t}� / I 1 I I I \ �� A` LOCUS PLAN 19. PLAN REFERENCE: No Groundw��ter ti t' ' // I Encountered LOCUS IS SHOWN AS LOT A ON A PLAN TITLED PLAN OF LAND IN BARNSTABLE(OSTERVIL�E) C' \ / � .L�1'j. -,r i�:.. '::•, ,1 � ._ � � MASS., PREPARED FOR 234 TRUST BY DOWN • 120 2.75 \ \\ \ 1 \ fi ; , i. /l_I�__ I I u SCALE. 1 - 1000 CAPE ENGINEERING, INC., DATED AUGUST 6, +• 2003 TO BE RECORDED AT THE BARNSTABLE COUNTY REGISTRY OF DEEDS. \ \ \ 1 SE ll;ii,',ttti�.i 1 'i i �uj ({:�I � / \ \ I I I \ \ Ak DESIGN DATA LEGEND PROPOSED 6�-GALLON\ C. , '�` H-20 LEACHI PIT \\ aS t` ' I I • DRAIN INGROUND Po \ 2S \\\-' -" -� `' �';, "'il ' � 1 ' / ► '------ TEST PIT DATA 101x7 EXISTING SPOT GRADE �\ RIM ELEV.\\ 11.5 ♦ OOI- ,, ,, ,,: ' i., - EXISTING CONTOURS \ \ 5J b it O �� J / J AL O ;;a'., I_;I r! NUMBER OF BEDROOMS 9 +nn Ed Bang(BOH r�� INSPECTOR: ) PROPOSED CONTOURS \ �.; i ., { \I 1\ I DESIGN FLOW 110 GAUDAYBEDROOM U MAP 95 \\ $• ` �° rii / I I SOIL EVALUATOR Bernard J.Young, PE 102 PROPOSED SPOT GRADE ,s-' 1 \ TOTAL DESIGN FLOW 990 GAUDAY DATE: Deoem,per 3, 1999 l PARCEL 11 \\ _ \\\\ \ \ \ -- 1 / I\ / oho a _ ►' `\ DESIGN FLOW X 200 % = 1980 GAUDAY TEST PIT#: 2 W PROPOSED WATERLINE 00 USE PROPOSED 2-2000 GALLON SEPTIC TANKS ELEV TOP 6.4 B.M.\ �� \ 9 / / • P \.Pv+�' ' Rim Bri&-Pit \ ' \ / - - ELEV WATER= 3 4'Ad usted / TEST PIT LOCATION b Elev. = 10.'14' u \ ' BUFFER-�'=ZsP I',,-'' PERC RATE_ <2 MIN/IN I •. \�` ' \\ \\ _ _ � .1, _ /'/ l \. TEXTURAL CLASS: 1 O O O PROPOSED 2000 GALLON SEPTIC TANK INSTALL 9- 500 GAL. CHAMBERS t\ s '' SIDEWALL CAPACITY 4'SOLID SCHEDULE 40 PVC PIPE �/ O \.IzANDOM sT E. Q / / /� // (LENGTH+WIDTH)(2 SIDES)(2'HIGH)(.74 GPD/S.F.)=GAUDAY 0 6.4' 2'SOLID SCHEDULE 40 PVC PIPE IN GRSsAve LA+zGa E,.:S) O Q \h.o / / / -- '' / (80.0 + 12.9)(2) (2') ( .74 GPDJ S.F.) 275.0 GAUDAY A \\ q ton Zone `e __ - O __ ► ,� '-`- / /of AL Fill 0 DISTRIBUTION BOX e - AnON C'ONTW LOCATION •\` ' / /' 6' _ 5.9 C] 500 GALLON LEACHING CHAMBER __----- / i BOTTOM CAPACITY \`\--- // ? _ `� _____ .,, •,,/ i /' ,/ %�" '� (LENGTH x WIDTH) (.74 GPOJS.F.) = GAUDAY C-1 Gravelly C0: 6 - - - , \ -"l�'� �owu+c ► // / (80.0'x 12.9') (.74 GPDJS.F.) = 763.7 GAUDAY 10YR 5A 5 6/3/05 BMB ELP REVISION TO POOL HOUSE \ ----- v �__-c --��u+��ur+BY ►rowNc aNnlyulYj aF / „F 20' 4.73' �05 BMB ELP ADD SEWAGE EJECTOR/CHANGE SEPTIC TANK \ NOT PRIOR TI ,IDLY 1 at'APO / .� \\\ �____.._- \ �.` � ,' w� 4 12/4/04 BMB ELP REVISION TO POOUPATIO AREA _ \: TOTALS: 3 11/24/04 BMB ELP REVISION TO POOUPATIO AREA \ \ C-2 RESTRICTION LINE TOTAL Ms 7/4 _ T NUMBER OF CHAMBERS 9 2 7/10/04 BMB ELP \ \----- --- - - `' '� TOTAL LEACHING AREA 1403.6 SQ.FT. 1 3/22/04 BMB ELP -- ---- - \,. ---- E XTE W ELEVATED IIF / GRADING TIMBER WALXWAY ------ OU � TOTAL LEACHING CAPACITY 1038.7 GALJDAY REV. DATE DESCRIPTION ' \, _---� , - w° 66' PROPOSED \r __- ------- SITE PLAN \� .�'� - AL (�`\\\ / /���- AL � � USGS GROUNDWATER ADJUSTMENT C.3 �S PREPARED FOR: GNAW �. SEAPUIT PARTNERS, LLC i iY` - lY` '• -_- w --- ,Ih� lY` \\ I j/ ,r� ,, WELL: MIW 29 ARTN E R AL _ ZONE:A 96• J -�_ --- �___ --- �--�� - `--� � __� `�� � \\\\ � o 'r` SEASONAL HIGH GW ADJ:2.5' LOCATED AT _ AL \ / - o - 0 I_ ,� ! �� PU IT ROAD -.. 237 SEA j - .\ \ 'L :^-- THIS PLAN IS A REVISION OF A PREVIOUS PLAN PREPARED BY � DOWN CAPE ENGINEERING. INC., DATED FEBRUARY 22,2002AL OSTERVI LLE, MA \ cc SCALE: 1 INCH = 30 FT. �N OF h Q I'1'1 S \ `�' / ,r� / 0 15 30 60 DATE: MARCH 11, 2004 I S _ o�+� ' 120 FEET ° n d L PREPARED BY -0 10,10, �� PESCE ENGINEERING FS SON AND ASSOCIATES SITE PLAN EDWARD L. PESCE P.E. 0 SCALE: 1'=30' SEPTIC SYSTEM DESIGN YMON R MAD ENGINEERING SERVICES sw � SITE SURVEYS 151 RAYMIO U ROAD 02360 �"�, PHONE/FAX:SW743-92M