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HomeMy WebLinkAbout0026 HIDDEN LANE - Health 26 Hidden Lane R=140-203 Osterville a � t y k k I il c i Town of Barnstable' f f Departinent of RegWatory Services : $ Public Heap Division Date rdTA ,+ 200 Min 5"V,Hyannis MA.OM I - Ito Date Scheduled�3! •` Time yt. Soil Suitability Assessment for Sewage Dis osal Pvfcrmcd-Dy:_ (G z� T i rn s..ry l>r4, 17 CS E- Witnrsssd ar, b ",�— '='�-� LOaCA77ON&GENERAL I OORI AnOri locadon Add"- Z/Q I4,c)cAe-j 0—wi Nine $.)r7ps &Vrr 'G STE:r1-`-•��'4 - A", )'13 8ny Slrrcf )3w+41[.-s _ Assesses sTAap/Parrsl; l�y1c7�27J3.... P.ogrnects Nara:L�4�.s.....'�. E.i�.�r-7-;sy .} 7C Cr�A2_ltr7� NEW CONSSRUCf70N R PAm Tcephmeo `'�1?- 8 7-1 `�'cf-173-03 .. lend Ltsr: gtr�ir!#++Wily d�.cll.n, Slap-("b) )` � Sadacz Stmes ~. ' Dlsances frtmc open Wstcr Dody fl Pomittte Wet,Are, - R Drinking Wate Well R- Lhatnagc Way R Property U. 7/0 n Cthsr SKETCH:(suers name,dbtmnsitms of lot,sect htndons allot holes do Pvc tests,Joeatc wcitanrt n pmsirruty to balsa) s� V-3 lP`f TRz -T?1 Par-9 ratcrfnl(gcologlc) �LYWfJ.t Depth(o Ded=k 3 a Dspth to Cro•.mdwatm Standing Watt'to Hols; Wccrlrg from Pit Net I �•'� � v Fstirated Seasonal)ligh Groundwater 7.130"�S DETMI MINATION FOR SEASONAL HIGH WATER TABLE ?rtvltod Used: Ufec�- 6te5ent ku" 1 •7130, - Depth Otvoved standing in oim bole la. Orpth to soil maul:= lu. Dsptb to werpiag fmm Side of obs.holy Jn. Gmond"W Ad)wlmsnt - Index SYe!E>1 }:ceding Dale 'bad.-x Well level Adj.1csv Ad).Grwndwate Level PERCOLATION TEST obsvvadm }io1s8 _ i7moat9^ - Depth of I= .+wt; rI�'(o64 Tfitien(G' Slattnc-makTim-.® /1315ca la: on+ TimetF 4^) Dad Ptc-soak II)��7am Il��.�z•,•�+ . 54 Suttatr.Uty Anzsmcai: Site Pnsacd _ 511s PaU d: Additional Testing Need-(Yit•() N - Original;Pubtic Health Division Observation Hole Data To Be.CompleWd on Back *°�*lf percolation test is to be conducted within 100'of wetland,you must first notify the, Barnstable Conservation Division at least one(1)Weelt prior to beginning, >7�serrc�l(crt;aM.Doc ' . DEEP;OBS)RVA nON HOLE LOG Hole#}=(_ Dcptb from Sa)I Ifm= SoilTdarc ,SdB Color Sail Wha - Smfaee.OM) (USDA) fMuaMdp .Moulins (S hnelmc,Stones;Boaidm 98-�30 G y-05 2:5Y&/e - DIWI OBSERVATION HOLE LOG 1103e# Dcprh from Sun Horiz® '.Soll Texture -Sall COW Soil ether Swfzec Oa:). (USDA) _ _ (Atansen) .Metaing (Sbodm4 Stmc,Bmld=. L%(tavcil 1/Y- 76 zs�"/E - 70 /02 G-2 nm 2.517/t roe-R8 c`2) -GS 2.5Y`/ - ^ D+ t P OBSERVATION ROLL LOG Hole# 3 Dcpth from Sail Hari= Sall Tntma Safi calm Soil Othes • r _ Surfau Oal - (USDA) (Mmisdq Mowing (Strupnrq Stones,Dwldem. CtmisgCnCy.%0myr,ll 2Y-28 L`S j01r3/! z8' Y6 3 L s /u;",stv i yes-l�xl C- H-GS 2,5 I DEEP OBSERVATION HOLE LOG Hole,k Depth from •SoiltAM= SoHTatt= Widdio, Sail Dow - - Surfntt On.) (USDA) (Mansell) ' MoriDag (Suwam SW--4.Botldm. a . OrnvCn a-z ^ — F// jo, 31 - K J-4 — ye-7Z C- -C-S - 92i�b G S;, Loch 2.'5 7// - �oo" (3a C.3 -L5 z. 5 7 Flood Insurance Rate Map- Above SOD year W 1=ndary,. No Yes .. Wilhln 5DO ycarbaundery Na_11' Yes Wlthio looy=r flood boundary No✓ Yes_ Deotb of Natumliv ncc"S Pervious Moterlal Does at least four fete of naturally occurring pervious material exist in all areas observed throughout the rea a proposed for the soil absorption system? Ye If not,what is the depth of naturally occurring pervious material? Certfi�fi�cation I certify that on iD 27"99 (date)I havepassed the soil evaluator examination a*ovcd by the Dtrpartment a Environmetltal Protection and that the above analysis was performed by me consistent with j. the required training cxpertise ad expe nce described in 310 ChM 15.017. Signature1`/�=lL .G— Date "ZS l3 ' (TtSEi'17C�F*ERCF()R4t:DOC r Town Of Barnstable Iaepartinent of Regulatory Services Public Health Division date v i639 ,�R 200 Main Street,Hyannis MA 02601 Date Scheduled Zk , Time f)CeeA'cl. coo Soil Suitability As,seSVment for° Sei Performed-By: -witnessed By: l! LOCATION & GENERAL Mi ORMA TI®�r Local-ion Address Owner's Name Address Assessor's Map/Parcel: 3 _ �'�Engineer's Name NEW CONSTRUCTION REPAIR Teleplione# Land Use 1`— g t,_ ducy./L Slopes /�- Surface Stones Distances from: Open Water Body'AMV1 ft Possible WeLArea.,, � _6'f ft. Drinking Water Well ft Drainage Way. tttf 14= _ft Property Line fit Other `t � CH:(Street Hume,dimensions of lot,exact locations of test Notes&perc tests,[oQale Wetlands 61 proximity to holes) x-t t F Parent material(geologic) - Depth to 130droelt �I Depth to Groundwater. Standing Waterin Hole: Weeping from Pit Pflee_I� Estimated Seasonal High Groundwater e> DEAIL.'x'dAH1WAAA®1V .R OR RELi.iJ4.1'.LVA,IL.,A.a.h'1 H WYATEA`E`II.l'Y.BLE, Method Used: Depth Observed standing in obs.hole: In. Depth to soll lnottlgs. ^ Ili Depth to weeping from side of obs_hold: ,J Index Well# In, GroundwnterAdjuatment'. {t. Reading Dute: Index Well level __. Adj.factor ALU.OI quadwater Level L Observatio Pri R TEST EST n Hole tk Cluta Depth of Pere Tfine at 6" Start Pre-soak Time @ �t!C Y.� /} /„ Time(9"-6") tl r 1� End Pre-soak Rate Miit./Iuch Site Suitability Assessment: Sita Passed_�� Site Failed: Additional Test] Needed(Y/N) { Original: Public Health Division Observation Hole Data To Be Completed ----------- 17_ 't0�'t`llr percolation test is to be conducted within 100' of Wetland,you must llrst notif tits Bnrustrable Conservation Division at lust one (1) Weelr pa-ior to begimilug. ` ti:�sErr[C�Pr!Itr_Poltn�[.noc n � DEEP.OBSERVATION HOLE LOG Role# Depth from Soil Horizon Soil Texture .Shcl Color Soil. Other Surface(in.) (USDA) (Munsell) Mottling (S(ructure,Stones;Boulders. onsisteney.9a Oravel) } t'-5 1 u (L`1JZ ~lPL G M "-G S SL- 1 2 r5'f G iv _ 2- G90 NOZ, G 2,57Y 4 S�� DEEP OIRSERVATION HOLE LOG Hole# (0 _ Depth from Soil Horizon Soil T&K*re Solt Gaffer Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. o sister % ravel O v Lam- ' 24 141� fz I�5 C- 5u „ DE,EP OBSERVATION][TOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in-) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency,?a drayol) DEEP OBSERVATION MOLE LOG Mole# Depth from Soil Horizon Soil Texture Soil Color Boll 011ter Surface(111.) (USDA) (Munsell) Mottling (Structure,Stones.Boulders, Consistency. 6 a Flood Insurance Date Map: Above 500 year Flood boundary No— Yes Witidn 500 year boundary No A Yes Within 100 year flood boundary No- Yes.,+ 1`De.pth of Naturally Occurrins Pervious Material Does at least four feat of naturally occurring pery o s materlal exist in all areas observed throughout the area proposed for the soil absorption system? If not,what is the depth of naturally occurring pervious materlal? Certification I certify that on U (date)I have passed the soil evaluator examination approved by the Depa rtment of Env ir mental Protection and that the above analysis was performed by me consistent with the required t ining,expertise and experience described in 10 CNM 15.017. Si L`1 Signature Date 1 t ` Qa.SFP'-f1C1PL�RCPORM.DOC TOWN OF BARNSTABLE r LOCATION 4,QSEWAGE # -- VILLAGE ASSESSOR'S MAP &�OT INSTALLER'S NAME&PHONE NO. /� ��— Gf c-tg' SEPTIC TANK CAPACITY LEACHING FACILITY: (type) 2 (size) ,Zs�66=;z� NO.OF BEDROOMS BUILDER OR OWNER PERMITDATE: COMPLIANCE DATE: Separation Distance,Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility (If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 fe t ea ng facility) Feet Furnished by 14 ( N g t -3� A 36 f, TOWN OF BARNSTABLE T OCATION c�(o A d An lAnc, SEWAGE# .VILLAGE 0-MUvA ASSESSOR'S MAP&PARCEL INS T ALLERS NAME&PHONE NO. SEPTIC TANK CAPACITY n + LEACHING FACILITY:(type) a" ` (size) NO.OF BEDROOMS d— OWNER P)/►Ar� PERMIT DATE: COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility(If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility). Feet FURNISHED BY A!P��- ion FDr� ❑ O . a q�P rox�M�r�y 3 y s' a s 53 No. J < ,:w, FEE COMMONWEALTH Or MASSACHUSETTS Board of Health, 5KYV f3 U55 , MA. 1 �1 t1� APPLICATION FOR DISPOSAL SYSTEM[ CONSTRUCTION PERMIT � I Application for a Permit to Construc*� Repair( ) Upgrade( ) Abandon( ) - Complete System ❑Individual Components Location 2 H)il Qv1 (A rt Q Owner's Name&M t, c'y gSj (jam Map/Parcel# 3 Address /q3 6-eh Sj- /4Yt1 jt215i'040—0,(Q zZ Lot# Telephone# Installer's Name — Designer's Name Address /I �t Address / - W r Telephone# b 0 g _13 ® Q Telephone#5ag,_q 7 7_eg�3l Ll Type of Building R-eS /i lei ( L.ot,Size I Z/ `G� sq.ft. Dwelling-No.of Bedrooms Garbage grinder( ) Other-Type of Building No.of persons Showers ( O,Cafeteria( ) Other Fixtures Design Flow (min.required) 9t 1.Q gpd Calculated design flow 4 q o Design flow provided gpd Plan: Date _. 0-1 zV i H Number of sheets Revision Date Title��.®U SAS � S y�sf eve-L Sr'j-Q J���c�,� Z6 J4,d -&,t_ L1k [k IKA Description of Soils) Soil Evaluator Form No. Name of Soil Evaluator /H+u-e dl�A`4 4t. Date of Evaluation Ej?A71P3 . DESCRIPTION OF REPAIRS OR ALTERATIONS The undersigned 0. tall the above described Individual Sewage Disposal System in accordance with the provisions of TITLE 5 and further agrees of to ce the system in operation until a Certificate of C4mp* ce as been issued by the Board of Health. SignedDate"JAIMI) plzA 3 �""ITf5�5isL'L4aif...... V -0�7 10"/ ' �_ �LJ No. D T9 il, err:= ° ' FEE /. � COMMONWEALTH Of MASSAChU* SKI$ � II�� Board of Health, �+�-S� /3j.L ,MA, ' APPLICATION FOR DISPOSAL SYSTEM CONSTRUCTION PERMIT 5 t Application for a Permit to ConstructW Repair( ) Upgrade( ) Abandon( ) - Complete System ❑:Individual Components Location 2 6 NjilelOG, L Q ,Lk n Owner's Name M s �;J'e✓ �v S�ne� s C l-G Map/Parcel# j 7O - Zp 33 / Address /y3 Crrat St A YM o to Z Z r Lot# Telephone# Installer's Name pa'a_ � _�' ` Designer's Name _ � '� �" / P r •J . '- J - • Address fi p_ y Address /Z W Cro"A" c, t-V WC,4 I(' Telephone# 5 0 rd ;' 'Telephone# SO E-q -1 7- 1 Z J Z(o cf v Type of Building kC5 1 lKti.-, 4 Lot Size J Z/ CD 6 sq.ft. Dwelling-No.of Bedrooms Garbage grinder( ) Other-Type of Building /V/A No.of persons . Showers( ),Cafeteria( ) Other Fixtures Design Flow (min.required) ci a gpd Calculated design flow d q 4 'Design Pow provided t Scl gpd " •° Plan: Date 2 S1/t( Number of sheets Revision Date Title �rv,oa cl St_� z c S vs_�/5,1 -e I°j4y Z e. /-f<�( e:-t- Cane t�St-en%, f<k n A Description•of Soils) Sa"f ��rt.( , f-urOVt Soil Evaluator Form No. %o � h ^'� Name of Soil Evaluator /�r lGe ^�� �( Date of Evaluation S /2.Fs ! • DESCRIPTION OF REPAIRS OR ALTERATIONS The undersigned agrees-to install the above described Individual Sewage Disposal System in accordance with the provisions of TITLE 5 and f further agreessttoo-not to place the system in operation until a Certificate of Compliance has been issued by the Board of Health.' Signed / / %i'?_ice � Date �/i / X0No. l FEE COMMONWEALTH OF MASSAC14USETTS { Board of Health, gd7od /'< )1 8 L+ ;MA. CERTIFICATE Of COMPLIANCE Description of Work: Ll Individual Components) &Complete System The undersigned hereby certify that the Sewage Disposal System; Constructed A/Repaired ( ),,Upgraded ( ),Abandoned ( ) :by /r�r �r /1 f r q� #at Wa /7 I I��A/�i/1/ has been installed in /ccordance with the provisions of 310 CMR 15.00 (Title 5) and the approved design plans/as-built plans relating to application No. / '1�l /�yY�,f,�dated Approved Design Flow (gpd) �* 9 - 11 Installer / )jl. jlU( 'i'__ f i ! � f�/,t4� Designer: f""f�1.�P MY'1('Q[I /�,��,P[-- Inspector: ,. �,m 1' -Date: _ f4/'tYlVrF'V.- Cq/J /'.71VV VWV�✓� _` , ! 7 The issuance of this permit shall not be construed as a guarantee that the system will function as designed. ` No. j ' �j--"' FEE COMMONWFALT14 Of MASSACHUSETTS � Board of Health, Z34 fZI-y S- f+f3 C€ ,MA. Nor.\ �o ,. � ➢ ISPOSAL SYSTEM CONSTRUCTION PERMIT • Permission is he/re/by graante�d t ; Construct( �'}Repa�irj(�) Upgrade( Abandon( ) an individual sewage disposal system at f'� r !I X/IA� D t.../< I.J�,r/ .V/Z ,. as described in the application for II r j Disposal System Construction Permit No"4— dated Provided: Construction shall be completed 'thin three years of the date of this per it. All local conditions must be met. Form 1255 Rev.5/96 A.M.Sulkin Co.Chades own,MA Date`�I/�f" Board of Health #/g ,1 ,. I 07/14/2014 09:58 5084775313 GINEERING WORKS PAGE 01 Town of Barnstable ��F1KE Regulatory Services Richard V. Scali, Interim Director s�xarAsLEI Public Health Division . �r�a► Thomas McKean, Director 200 main Street, Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Installer & Designer Certification Form Date: 1 �l �y Sewage Permit-4 I assessor's Map\Parcel 1 io Designer: �.��n�a'ng. aue�{s I n c Installer: ��l.S i'O re to dt �ok-% Address: I?, w. CresrAo_J4 +(Z4/ Address: r�?- n• 1k a A. 2.8� Gn J:kS !O &-tr-.VCJ44 vas issued a permit to install a (date) II (installer) septic system at 2-�P �1����'� S�Ni '�' based on a design drawn by (address) , dated (designer) 1 certify that the septic system referenced above was installed substantially according to the design, which may include minor approved changes such as lateral relocation of the distribution box and/or septic tank. Strip out (if required) was inspected and the soils were found satisfactory. I certify that the septic system referenced above was installed with 'major changes-(i,e, greater than 10' lateral relocation of the SAS or any vertical relocation of any component of the septic system) but in accbrdance with State & Local Regulations. Plan revision or certified as-built by designer to follow. Strip out (if required) was inspected and the soils 1. were found satisfactory. I c� 'fy that the system referenced above was constructed in complia w'th the terms of e approval letters (if applicable) PITS a IT. PAzENl'EE (Installer's gnature) `` CIVIL 1 ,� Igo,9Q1U8 esigner's Signature) ix Designer's PLEASE RETURN TO BARNSTABLE PUBLIC HEALTH DIVISION. CERTIFICATE OF COMPLIANCE WILL NOT BE ISSUED UNTIL BOTH THIS FORM AND AS THE BARNSTABLE PUBLIC HEAL H DIVISION. fU;�T CARD ARI;RECEIVED BY HANK YOU. Q:\Septic\Designer Certification Form Rev 8-14-13.doc J f Barnstable HE Town of Barnstable Regulatory Services Department i STABM .� Public Health Division m 39 Al ec"" 200'Main Street, Hyannis MA 02601 2007. Office: 508-862-4644 Thomas F.Geiler,Director FAX: 508-790-6304 Thomas A.McKean;CHO CERTIFIED MAIL # 7012 1010 0000 2850 9927 August 12, 2013 Matthew D. Borrelli % Bumps River Businesses LLC 143 Gray Street Amherst, MA 01022 ORDER TO COMPLY WITH STATE ENVIRONMENTAL CODE, TITLE 5 The septic system located at 26 Hidden Lane, Osterville, MA was last • inspected on 5/29/2013, by James P. Sears, a certified septic inspector for the State of Massachusetts. The inspection of the septic system showed that the system "Conditionally Passes" under the guidelines of 1995 TITLE 5 (310 CMR 15.00) due to the following: e Septic tank shows sign of leaking. e Leaching.-pit#2 is under driveway and may not be H2O heavy duty bearing. NOTE: Inspection conducted on 5/27/2008 indicated this leaching pit was full and not leaching. • Distribution box needs to be replaced When it is unknown whether or not a particular system component which is Q located beneath a parking area or driveway, is H-10 or H-20 (for example.: a_ leaching pit is located beneath a paved driveway without an accessible steel cover to grade and there are no records on file indicating whether the system component is H-10 or HO-20), the system shall also be deemed as a "conditional pass". ci) In this case, the seller must make potential buyer(s) aware of the "conditional pass" status, the unknown construction of the septic system components(s), and its safety concerns. Q:\SEPTIC\conditionally passed\26 Hidden Wy Ost Jun 2013.doc I G} You are ordered to repair or replace the distribution box and repair the leaking 9 septic tank and components within sixty (60) days from the date you receive this notification. Failure to repair/replace the septic system within the deadline period will result in future enforcement action. PER ORDER OF THE BOARD OF HEALTH a cKean, R.S., CHO Agent of the Board of Health • QASEPT'10conditionally passed\26 Hidden Wy Ost Jun 2013.doc Parcel Detail http://issgl2/intranet/propdata/ParcelDetail.aspx?ID=8897 54.5 . Logged In As: Parcel Detail Tuesday, August 6 2013 Parcel Lookup Parcel Info -- __ _.... .......... __.__. _.. -- -.. _........... - .... _..__ ....... ......... Parcel' 140-203 1 Developer ID ID Lot Pri j Location 26 HIDDEN LANE 90 Frontage'- -- Sec Sec — — Road I Frontage Village JOSTERVILLE Fire -__. District IC-O-MM Town sewer exists at this Road -- -- --- address[—No Index�2263 Asbuilt Septic Scan: Interactive ' � 140203_1 Map ' • � Owner Info Owner JBORRELLI, MATTHEW D Owner %BUMPS RIVER BUSINESSES LLC � Streetl,1� 43 GRAY STREET Street2 City JAMHERST 1 State MA Zip 1010 2 -1 Country 1 Land Info _ Acres 0.29� Use Single Fam M_D_L- F Zoning RC ( Nghbd0112 _ Topography Level Road Paved Utilities I Septic,Gas,Public Water Location Construction Info Building 1 of 1 Year 1940 Roof Gable/Hip Ext(`Wood Shingle Built Struct Wall Living r145� Roof As h/F GIs/Cm AC Central Area I �) Cover p Type f ; Int Bed Style Ranch IDrywall 12 Bedrooms Wall Rooms ( � Int — Bath ';h j. g . . Model Residential _ Floor Hi_ Rooms J� Full ( sr�„. a _ Heat Total Grade Average Type Hot Water Rooms 14 Rooms Heat —__ Found- Stories�1 Stery ( Fuel ��I ation Typical__ Gross http://issgl2/intranct/propdata/Parce]Detail.aspx?ID=8897 8/6/2013 ' q p .. r' Itti ICr �Ir I ' I r 'C3 < CO Postage $ p,N N/$ ru Certified Fee y C3 r A,, Postmark 9 C3 Return Receipt Fee / '�'/ Here p (Endorsement Required) i J 9 N Restricted Delivery Fee 2? Q (Endorsement Required) oI� O 0 Total Postage&Fees $ �� GS'OS f1J Matthew D: Borrelli --- - - - (� Bumps River.Businesses.LLC_ 143 Gray Street v t MA 01022 Certified Mail Provides: may;, o A mailing receipt ` it- o A unique identifier for your mailpiece w a A record of delivery kept by the Postal Service Tor two years Important Reminders: o Certified Mail may ONLY be combined with First-Class Mail®or Priority Mail®. a Certified Mail is not available for any class of international mail. e NO INSURANCE COVERAGE IS PROVIDED with Certified Mail. For valuables,please consider Insured or Registered Mail. a For an additional fee,a Return Receipt may be requested to provide proof of delivery.To obtain Return Receipt service,please complete and attach a Return Receipt(PS Form 3811)to the article and add applicable postage to cover the fee.Endorse mailpiece"Return Receipt Requested".To receive a fee waiver for a duplicate return receipt,a USPS®postmark on your Certified Mail receipt is required. a For an additional fee, delivery may be restricted to the addressee or addressee's authorized agent.Advise the clerk or mark the mailpiece with the endorsement"Restricted Delivery". o If a postmark on the Certified Mail receipt is desired,please present the arti- cle at the post office for postmarking. If a postmark on the Certified Mail receipt is not needed,detach and affix label with postage and mail. IMPORTANT.Save this receipt and present it when making an inquiry. PS Form 3800,August 2006(Reverse)PSN 7530-02-000-9047 THE FOLLOWING IS/ARE THE BEST IMAGES FROM POOR QUALITY ORIGINALS) M AC C DATA 3 r e Complete items 1,2,and`3.Also complete A. Sign re item 4 if Restricted Delivery is desired. 0—Agent © Print your%n X name and address on the reverse ❑Addressee so that we can return the card to you. eceive by Printed Name)� C Date of Delivery • Attach this card to the back of.the mailpiece, or on the front if space permits. ' D Is delivery a dress different from item 1? ❑Yes,, 1 Article Addressed to: If>YES.enter delivery addres3 below: ❑ No % Matthew D. Borrelli % Bumps River.Businesses E—C, 143 Gray.Street o\ 3.�ynrice=Type �� ❑Certified Mail El Express Mail Amherst, MA 01022 ❑Registered ❑Return Receipt.forMerchandise ❑ Insured Mail ❑C.O.D. 4. Restricted Delivery?(Extra Fee) ❑Yes le Number 1- i f i i i s: ; t o I _ 7102 101D{ 00*00'`2850 `9927 sfer from service label) 3811._February 2004 Domestic-Return Receipt 102595-02-M-1540 UNITED STATES POSTAL SERVICE, First-Class Mail Postage&Fees Paid USPS Permit No.G-41 •Sender; Please print your name,,address, and ZIP+4 in this box • Town of Barnstable Public Health Division 200 Main Street Hyannis, MA .02601 of Barnstable Barnstable T - Townr "�• AlAmm Regulatory Services Department `taC j Public Health Division i639 a� fc 1 200 Main Street, Hyannis MA 02601 2007 Office: 508-862-4644 - Thomas F.Geiler,Director FAX: 508-790-6304 Thomas A.McKean,CHO CERTIFIED MAIL# 7012 1010 0000 2850 9927 August 12, 2013 Matthew D. Borrelli % Bumps River Businesses LLC 143 Gray Street Amherst, MA 01022 ORDER TO COMPLY WITH STATE ENVIRONMENTAL CODE, TITLE 5 The septic system located at 26 Hidden Lane, Osterville, MA was last inspected on 5/29/2013, by James D. Sears, a certified septic inspector for the State of Massachusetts. The inspection of the septic system showed that the system "Conditionally Passes" under the guidelines of 1995 TITLE 5 (310 CMR 15.00) due to the following: C Septic tank shows sign of leaking. Leaching-pit#2 is under driveway and may not be H2O heavy duty bearing. NOTE: Inspection conducted on 5/27/2008 indicated this leaching pit was full and not leaching. Distribution box needs to be replaced When it is unknown whether or.not a particular system component which is located beneath a parking area or driveway, is H-10 or H-20 (for example: a leaching pit is located. beneath a paved driveway without an accessible steel cover to grade and there are no records on file indicating whether the system component is H-10 or HO-20), the system shall also be deemed as a "conditional pass". In this case, the seller must make potential buyer(s) aware of the • "conditional pass" status, the unknown construction of the septic system �. components(s), and its safety concerns. Q:\SEPTIC\conditionally passed\26 Hidden Wy Ost Jun 2013.doc e U fiy • You are ordered to repair or replace the distribution box and repair the leaking septic tank and components within sixty (60) days from the date you receive this notification. Failure to repair/replace the septic system within the deadline period will result in future enforcement action. PER ORDER OF THE BOARD OF HEALTH Xa cKean, R.S., CHO Agent of the Board of Health v. • QASEPTUconditionally passed\26 Hidden Wy Ost Jun 2013.doc LqLR;AMTIM JD IEr •• • I � I � Ir S E 4 0 Postage $ru 01 Certified Fee j C3 0 Postma 0 Return Receipt Fee Q cO Here 0, (Endorsement Required) 0 Restricted Delivery Fee y 0 (Endorsement Required) 'a Nb'AH l� Total Postage&Fees � P� ru rq 0 Matthew D. Borrelli 11175 Great Plain Avenue 'Needham MA 02492 Certified Mail Provides: e A mailing receipt A o A unique identifier for your mailpiece o A record of delivery kept by the Postal Service for two years Important Reminders: o Certified Mail may ONLY be combined with First-Class Mails or Priority Mails. o Certified Mail'is not available for any class of international mail. o NO INSURANCE-COVERAGE IS PROVIDED with Certified Mail. For valuables;please conside"r�l,nsured or Registered Mail. o For an dditional fee,a Return Receipt may be requested to Provide proof of delivery;To obtain Return Receipt service,please complete and attach a Return Receipt(PS Form 3811)to ftie.article and add applicable postage to cover the' fee.Endorse mailpiece"Return Receipt Requested".To receive a fee waiver for a duplicate return receipt,,a:USPSe postmark on your Certified Mail receipt is required. ,,,,i tit1 e For en additionafRfee;_delivery may be restricted to the addressee or addressee's auttioriied agent'Advise the clerk or mark the mailpiece with the endorsement"Restricted Delivery". n If a postmark on the Certified Mail receipt is desired,please present the arti- cle at the post office for postmarking. If a postmark on the Certified Mail receipt is not needed,detach and affix label with postage and mail. Y f IMPORTANT:Save this receipt and present it when making an inquiry. PS Form 3800,August 2006(Reverse)PSN 7530-02-000-9047 Town of Barnstable Barnstable AsAmRe ulatory Services Department "���" : . STAB g1 MASS. ,639. Public Health Division FDN1P�A 200 Main Street, Hyannis MA 02601 2007 Office: 508-862-4644 Thomas F.Geiler,Director FAX: 508-790-6304 ' Thomas A.McKean,CHO CERTIFIED MAIL # 7012 1010 0000. 2850 9279 *17 June 18, 2013 Matthew D. Borrelli 1175 Great Plain Avenue Needham MA 02492 ORDER TO COMPLY WITH STATE ENVIRONMENTAL CODE, TITLE 5 The septic system located at 26 Hidden Lane, Osterville, MA was last inspected on 5/29/2013, by James D. Sears, a certified septic inspector for the State of Massachusetts. l The.inspection of the septic system showed that the system "Conditionally Passes" under the guidelines of 1995 TITLE 5 (310 CMR 15.00) due to the following: • Septic tank shows sign,of leaking. , C Leaching pit#2 is under driveway and may not be H2O heavy duty bearing. NOTE: Inspection conducted on 5/27/2008 indicated this leaching pit was full and not leaching. Distribution box needs to be replaced When it is unknown whether or'not a particular system component which is located beneath a parking area or driveway, is H-10 or H-20 (for example: a leaching pit is located beneath a paved driveway without an accessible steel cover to grade and there are no records on file indicating whether the system component is:H-10 or HO-20), the system shall also be deemed as a "conditional pass". In this case, the seller must make potential buyer(s) aware of the "conditional-pass" status, the unknown construction of the septic system components(s), and its safety concerns. :\SEPTIC\conditionall assed\26 Hidden W Q YP Y Ost'Jun 2013.doc IL e�. You are ordered to repair or replace the distribution box and repair the leaking septic tank and components within sixty (60) days from the date you receive this notification. Failure to repair/replace the septic system within the deadline period will result in future enforcement action. PER ORDER OF THE BOARD OF HEALTH �osean, R.S., CHO Agent of the Board of Health { i 3 QASEPTOconditionally passed\26 Hidden Wy Ost'Jun 2013.doc 4- ;A tC0 cG � 1 `, SAM' <<� v r Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments 26 Hidden Lane Property Address Mathew Borrelli Owner Owner's Name information is required for every Osterville MA 02655 5-29-13 page. Cityrrown State Zip Code Date of Inspection Inspection results must be submitted on this form. Inspection forms may not be altered In any way. Please see completeness checklist at the end of the form. Important:When ng out forms A General Information olnithe computer, ```` \H OF Mgssgc,''''' use only the tab 1. Inspector: o?'• •'•tic key to move your JAMES ,cn g: cursor-do not = :mi D. =o SEARS - use the return James Sears += key. Name of Inspector *;• ; df� CapewideEnterprises,LLC 4�i�•�FRr,F��°Ito_- a V� Company Name 7�iT'��n5 I N SpV- RN, 153 Commercial Street nnt11111%`��� Company Address Mashpee MA 02649 City/Town State Zip Code . 508-477-8877 S1623 Telephone Number License Number B. Certification 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: ❑ Passes ® Conditionally Passes ❑ Fails ❑ Needs Further Evaluation by the Local Approving Authority 5-30-13 1415edoes Signature Date The system inspector shall submit a copy of this inspection report to the Approving Authority(Board of Health or DEP)within 30 days of completing 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 authority. ****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. 3 t5ins•3/13 Title 5 Official Inspection F Tce Sawa Ois ge posal System-Page 1 of 17 I Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments 26 Hidden Lane Property Address Mathew Borrelli Owner Owner's Name information is required for every Osterville MA 02655 5-29-13 page. Cityrrown State Zip Code Date of Inspection B. Certification (cost.) Inspection Summary: Check A,B,C,D or E/always complete all of Section D A) System Passes: ❑ 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. Check the box for"yes", "no"or"not determined" (Y, N, ND)for the following statements. If"not determined,"please explain. 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. ❑ Y, ❑ N ❑ 'ND(Explain below): Tank Leaking, Pit under drive way may not be H-20 t5ins•3113 Me 5 Official Inspection Forth:Subsurface Sewage Disposal System•Page 2 of 17 Commonwealth of Massachusetts : Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments 26 Hidden Lane Property Address Mathew Borrelli Owner Owner's Name information is required for every Osterville MA 02655 5-29-13 page. Cityrrown State Zip Code Date of Inspection B. Certification (cont.) ❑ Pump Chamber pumps/alarms not operational. System will pass with Board of Health approval if pumps/alarms are repaired. B) System Conditionally Passes(cont.): ® 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 ❑ Y ❑ N ❑ ND(Explain below): ❑ obstruction is removed ❑ Y ❑ N ❑ ND(Explain below): ® distribution box is leveled or replaced ❑ Y ❑ N ❑ ND(Explain below): D BOX Wall's Gone, Need to replace D Box ❑ 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 ❑ Y ❑ N ❑ ND(Explain below): ❑ obstruction is removed ❑ Y ❑ N ❑ ND(Explain below): C) Further Evaluation is Required by the Board of Health: ❑ 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 t5ins-3113 Title 5 Official Inspection Forth:Subsurface Sewage Disposal System•Page 3 of 17 Commonwealth of Massachusetts Title 5 official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments 26 Hidden Lane Property Address Mathew Borrelli Owner Owners Name information is required for every Osterville MA 02655 5-29-13 page. Citylrown State Zip Code Date of Inspection B. Certification (cunt.) 2. System will fail 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: ❑ 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. ❑ The system has a septic tank and SAS and the SAS is within a Zone 1 of a public water supply. ❑ The system has a septic tank and SAS and the SAS is within 50 feet of a private water supply well. ❑ 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 fecal coliform bacteria indicates absent 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: D) System failure Criteria Applicable to All Systems: You must indicate"Yes"or"No"to each of the following for all inspections: Yes No ❑ ® 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 ❑ ® Static liquid level in the distribution box above outlet invert due to an overloaded or clogged SAS or cesspool ❑ ® Liquid depth in his less than 6"below invert or available volume is less than %day flowr- t5ins-3113 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 4 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments 26 Hidden Lane Property Address Mathew Borrelli Owner Owner's Name information is required for every Osterville MA 02655 5=29-13 page. Cityrrown State Zip Code Date of Inspection B. Certification (cont.) Yes No ❑ ® Required pumping more than 4 times in the last year NOT due to clogged or obstructed pipe(s). Number of times pumped: ❑ ® Any portion of the SAS, cesspool or privy is below high ground water elevation. ❑ ® Any portion of cesspool or privy is within 100 feet of a surface water supply or tributary to a surface water supply. ❑ ® Any portion of a cesspool or privy is within a Zone 1 of a public well. ❑ ® Any portion of a cesspool or privy is within 50 feet of a private water supply well. ❑ ® 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 fecal coliform bacteria indicates absent 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 and chain of custody must be attached to this form.] ❑ ® The system is a cesspool serving a facility with a design flow of 2000gpd- 10,000gpd. ❑ ® 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. E) Large Systems: To be considered a large system the system must serve a facility with a design flow of 10,000 gpd to 15,000 gpd. For large systems, you mast indicate either"yes"or"no"to each of the following, in addition to the questions in Section D. Yes No El :E1 the system is within 400 feet of a surface drinking water supply ❑ ❑ the system is within 200 feet of a tributary to a surface drinking water supply ❑ ❑ the system is located in a nitrogen sensitive area(Interim Wellhead Protection Area—IWPA)or a mapped Zone II of a public water supply well If you have answered"yes"to an y y y question in Section E the system is considered a significant threat, or answered"yes" in Section D above the large system has failed.The owner or operator of any large system considered a significant threat under Section E or failed under Section D shall upgrade the system in accordance with 310 CMR 15.304. The system owner should contact the appropriate regional office of the Department. t5irts•3/13 Title 5 official Inspection Form:Subsurface Sewage Disposal System•Page 5 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments J 26 Hidden Lane Property Address Mathew Borrelli Owner Owner's Name information is required for every Osterville MA 02655 5-29-13 page. CitylTown State Zip Code Date of Inspection C. Checklist Check of the following have been done. You must indicate"yes" u or non as to each of the following: Yes No ❑ ® Pumping information was provided by the owner, occupant, or Board of Health ❑ ® Were any of the system components pumped out in the previous two weeks? ❑ ® Has the system received normal flows in the previous two week period? ❑ ® Have large volumes of water been introduced to the system recently or as part of this inspection? ® ❑ Were as built plans of the system obtained and examined?(If they were not available note as N/A) ® ❑ Was the facility or dwelling inspected for signs of sewage back up? ® ❑ Was the site inspected for signs of break out? ® ❑ Were all system components, excluding the SAS, located on site? ® ❑ 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? ❑ ® 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: ® ❑ Existing information.for example, a plan at the Board of Health. ❑ ® Determined in the field(if any of the failure criteria related to Part C is at issue approximation of distance is unacceptable) [310 CMR 15.302(5)] D. System Information Residential Flow Conditions: Number of bedrooms(design): 2 Number of bedrooms(actual): 2 M DESIGN flow based on 310 CMR 15.203(for example: 110 gpd x#of bedrooms): 220 t5ins•3/13 Tittle 5 official Inspection forth:Subsurface Sewage Disposal System•Page 6 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments 26 Hidden Lane Property Address Mathew Borrelli Owner Owner's Name information is required for every Osterville MA 02655 5-29-13 page. CityJTown State Zip Code Date of Inspection D. System Information (cunt.) Site Exam: ❑ Check Slope ❑ Surface water ❑ Check cellar ❑ Shallow wells N 25'+ Estimated depth to�gh ground water: feet Please indicate all methods used to determine the high ground water elevation: ❑ Obtained from system design plans on record If checked, date of design plan reviewed: Date ❑ Observed 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: Per past report G.W. at 25'+. Bottom of Pit#2 around 10'. Bottom of Pit#2 around 10+'above G.W.. I Before filing this Inspection Report,please see Report Completeness Checklist on next page. t5ins-3/13 Title 5 Official Inspection Form:Subsurface Se wagebisposat System•Page 16 of 17 I - Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments 26 Hidden Lane Property Address Mathew Borrelli Owner Owner's Name information is required for every Osterville MA 02655 5-29-13 page. CityfTown State Zip Code Date of Inspection E. Report Completeness Checklist ® Inspection Summary:A, B, C, D, or E checked ® Inspection Summary D(System Failure Criteria Applicable to All Systems)completed ® System Information—Estimated depth to high groundwater ® Sketch of Sewage Disposal System either drawn on page 15 or attached in separate file r ' I t5ins-3113 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 17 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments 26 Hidden Lane Property Address Mathew Borrelli Owner Owners Name information is required for every Osterville MA 02655 5-29-13 page, City/Town State Zip Code Date of Inspection D. System Information Description: The system is a 1000 Gal. Tank D Box and two pits. Number of current residents. 0 Does residence have a garbage grinder? ❑ Yes No Is laundry on a separate sewage system?(Include laundry system inspection El Yes ® No information in this report.) Laundry system inspected? ❑ Yes ® No Seasonal use? ❑ Yes ® No Water meter readings, if available(last 2 years usage(gpd)): 2011-51,000Gals 2013-35,000Gal's Detail Sump pump? ❑ Yes ® No Last date of occupancy: NA Date CommerciaUlndustrial Flow Conditions: Type of Establishment: Design flow(based on 310 CMR 15.203): Canons per day(gpd) Basis-of design flow(seats/persons/sq.ft., etc.): Grease trap present? ❑ Yes ❑ No Industrial waste holding tank present? ❑ Yes ❑ No Non-sanitary waste discharged to the Title 5 system? ❑ Yes ❑ ' No- Water meter readings, if available: t5ins-3113 Title 5 Offiaat Inspection Form:Subsurface Sewage Disposal System•Page 7 of 17 Commonwealth of Massachusetts Title 5 official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments '< 26 Hidden Lane Property Address Mathew Borrelli Owner Owner's Name information is required for every Osterville 'MA 02655 5-29-13 page. Citylrown State Zip Code Date of Inspection D. System Information (cunt.) Last date of occupancy/use: Date Other(describe below): General Information Pumping Records: Source of information: NA Was system pumped as part of the inspection? ❑ Yes ® No If yes, volume pumped: gallons How was quantity pumped determined? Reason for pumping: Type of System: ® 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/Altemative technology.Attach a copy of the current operation and maintenance contract(to be obtained-from system owner)and a copy of latest inspection of the 1/A system by system operator under contract Tight tank.Attach a copy of the DEP approval. ❑ Other(describe): t5ins•3113 Title 5 Official Inspection form:Subsurface Sewage Disposal System•Page 8 of 17 Commonwealth of Massachusetts W Title 5 official Inspection Form UVSubsurface Sewage Disposal System Form-Not for Voluntary Assessments 26 Hidden Lane Property Address Mathew Borrelli Owner Owner's Name information is required for every Osterville MA 02655 5-29-13 page. Cityrrown state Zip Code Date of Inspection D. System Information (cont.) Approximate age of all components, date installed (if known)and source of information: NA Were sewage odors detected when arriving at the site? ❑ Yes ® No Building Sewer(locate on site plan): Depth below grade: 18 feet -Material of construction: ❑ cast iron ®40 PVC ®other(explain): Distance from private water supply well or suction line: feet Comments(on condition of joints, venting, evidence of leakage, etc.): . Pipeing is 4" PVC SCH 40 SCH 20 Septic Tank(locate on site plan): Depth below grade: 10"feet Material of construction: ®concrete .❑ metal ❑fiberglass ❑ polyethylene ❑other(explain) If tank is metal, list age: years Is age confirmed by a Certificate of Compliance?(attach a copy of certificate) ❑ Yes ❑ No Dimensions: 1000 Gal. Precast Sludge depth: 2" t5ins•3/13 Title 5 Official Inspection form:Subsurface Sewage Disposal System-Page 9 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments "t 26 Hidden Lane Property Address Mathew Borrelli Owner Owner's Name information is required for every Osterville MA 02655 5-29-13 page. City/Town State Zip Code Date of Inspection D. System Information (cont.) Septic Tank (coot.) Distance from top of sludge to bottom of outlet tee or baffle 28" Scum thickness 0" Distance from top of scum to top of outlet tee or baffle 8" Distance from bottom of scum to bottom of outlet tee or baffle 18" How were dimensions determined? Asbuilt-Tape Sludge Judge 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 and covers at 10" below grade out let tee. Water level in tank just above center seam. Tank shows signs of leaking. Grease Trap(locate on site plan): Depth below grade: feet Material of construction: s ❑concrete ❑ metal ❑fiberglass ❑ polyethylene ❑other(explain): Dimensions: Scum thickness Distance from top of scum to top of outlet tee or baffle Distance from bottom of scum to bottom of outlet tee or baffle Date of last pumping: Date t5ins•3113 Title 5 official Inspection Form:Subsurface Sewag e Disposal System•Page 10 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments 26 Hidden Lane Property Address Mathew Borrelli Owner Owner's Name information is required for every Osterville MA 02655 5-29-13 page. Cityrrown State Zip Code Date of Inspection D. System Information (cont.) Comments(on pumping recommendations, inlet and outlet tee or baffle condition, structural integrity, liquid levels as related to outlet invert, evidence of leakage, etc.): Tight or Holding Tank(tank must be pumped at time of inspection) (locate on site plan): Depth below grade: Material of construction: ❑concrete ❑ metal ❑fiberglass ❑,polyethylene ❑other(explain): Dimensions: Capacity: gallons Design Flow: gallons per day Alarm present: ❑ Yes ❑ No Alarm level: Alarm in working order: ❑ Yes ❑ No Date of last pumping: Date Comments(condition of alarm and float switches, etc.): "Attach copy of current pumping contract(required). Is copy attached? ❑ Yes ❑ No t5ins-3/13 Tide 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 11 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments "t 26 Hidden Lane Property Address Mathew Borrelli Owner Owner's Name information is required for every Osterville MA 02655 5=29-13 page. Cityrrown State Zip Code Date of Inspection D. System Information (cunt.) Distribution Box(if present must be opened)(locate on site plan): Depth of liquid level above outlet invert 0 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.): D Box is 16"x16"-26" below grade w/two lines out. Wall's are gone. Need to replace D Box. Pump Chamber(locate,on site-plan): Pumps in working order: ❑ Yes ❑ No* Alarms in working order: ❑ Yes ❑ No* Comments(note condition of pump chamber, condition of pumps and appurtenances, etc.): *If pumps or alarms are not in working order, system is a conditional pass. Soil Absorption System(SAS)(locate on site plan, excavation not required): If SAS not located, explain why: 15ins•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 12 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments 26 Hidden Lane Property Address Mathew Borrelli Owner Owner's Name information is required for every Osterville MA 02655 5-29-13 page. Cityrrown State Zip Code Date of Inspection D. System Information (cont.) Type: ® leaching pits number: 2 ❑ leaching chambers number: ❑ leaching galleries number: _ ❑ leaching trenches number, length: ❑ leaching fields number, dimensions: ❑ overflow cesspool number: ❑ innovative/altemative system Type/name of technology: Comments(note condition of soil, signs of hydraulic failure, level of ponding, damp soil, condition of vegetation, etc.): Leaching is two precast pit's. Pit#1 in front yard. Pit and cover at 30"below grade. Pit is clean and dry. No sign of over loading. Pit#2 Under drive way around 40"below grade unknown if H-10 or H-20. Note: T-5 Inspection Done 5-27-08 Shows this pit was full, not leaching. i Cesspools(cesspool must be pumped as part of inspection)(locate on site plan): Number and configuration Depth—top of liquid to inlet invert Depth of solids layer Depth of scum layer a Dimensions of cesspool Materials of construction Indication of groundwater inflow ❑ Yes ❑ No t5ins•3/13 Title 5 Official Insp ection Form:Suhsurtaoe Sewage Disposal System•Page 13 of 17 f - Commonwealth of Massachusetts WK- Title 5 official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments 26 Hidden Lane Property Address Mathew Borrelli Owner Owner's Name information is required for every Osterville MA 02655 5-29-13 page. City/Town State Zip Code Date of Inspection D. System Information (cunt.) Comments(note condition of soil, signs of hydraulic failure, level of ponding, condition of vegetation, etc.): Privy(locate on site plan): Materials of construction: Dimensions Depth of solids Comments(note condition of soil, signs of hydraulic failure, level of ponding, condition of vegetation, etc.): t5ins-3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 14 of 17 Commonwealth of Massachusetts Title 5 official :Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments 26 Hidden Lane Property Address Mathew Borrelli Owner Owner's Name information is required for every Osterville MA 02655 5-29-13 page. City/Town State Zip Code Date of Inspection D. System Information (cunt.) Sketch Of Sewage Disposal System: Provide a view 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. Check one of the boxes below: ® hand-sketch in the area below ❑ drawing attached separately C . -z j� 7 A ' o o O ,l6' -3 zAG" 13 C t51ns•3113 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 15 of 17 Parcel Detail http://issgl2/intranet/propdata/Parcell)etail.aspx?ID=8897 � f Logged in As: Parcel Detail Tuesday,June 11 2013 Parcel Lookup • Parcel Info • Developer Parcel ID 140-203 I Lot LOT 2 Location 26 HIDDEN LANE I Pri Frontage�90 Sec Road Sec Frontages Village JOSTERVILLE I Fire District C-O-MM I Town sewer exists at this address No I Road Index 2263 Asbuilt Septic Scan: Interactive '{ ' 140203_1 Map ,I Owner Info Owner IBORRELLI, MATTHEW D _ I Co-owner Streets 1175 G R EkF PLAIN AVENUE _ I Street2 —� City INEEDHAM I StateFm7Al zip 02492 I Country Land Info Acres 10.29 J use ISingle Fam MDL-01 I zoning JRC J Nghbd 10112 Topography Level _I Road Paved ..___.._. _------- Utilities FSeptic,Gas,Public Water I Location Construction Info Building 1 of 1 Year 1940 Roof Gable/Hi Ext Wood Shin le Built Struct 1 p I Wall g I Living 1452 1 Roof ver Asph/F GIs/Cmp Type AC Area Cover Central I Style Ranch I WD Walnt l rywallBed Bedrooms�� Rooms I xoI �� • � I� I Int(�" Bath 1 l pT Model Residential I (Hardwood 2 Full. 1 , � g Floor Rooms 1a 1$ tAW- Al Heat Total i� I r E Grade Average T e Hot Water Rooms'4 Rooms 1 �� 1 Story Heat Oil Found- Stories Typical Fuel• ation Gross 3848 Area _ I Permit History _ http://issg12/intranet/propdata/ParcelDetai1.aspx?ID=8897 6/11/2013 06 CAL to, COMMONWEALTH �-OF MASSACHUSETTS EXECUTIVE OFFICE OF:ENVIRONMENTAL AFFAIRS DEPARTMENT OF ENVIRONMENTAL PROTECTION TITLE 5 OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM FORM .. PART A ,--� `CERTIFICATION Property Address: 2t 6 Hidden Lane 7. Osterville. MA 02655 Owner's Name: Maury do Jane Pinard �/J Owner's Address: Date of Inspection: Ma 16, 2008 Name of Inspector: lea p (Please Print) Jmnes ALL Ford Company Name: James M. Ford Mailing Address: P.O.Box 49 Osterville MA 0265-004 '1 S V 9 Telephone Number: (508) 862-9400 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 CAM 15.000). The system: Passes Conditionally Passes I; ds Further.Evaluation by the Local Approving Authority Inspector's Signature: Date: Mav 27, 2008 The system inspector shall subm t a copy of this inspection report to the Approving Authority.(Board of Health or DEP)within 30 days of completing 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 authority. 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. 6/15M00 page.1 _ E .y Page 2 of 11 p OFFICIAL INSPECTION FORM NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION (continued) Property Address: 26 Hidden'Lane Osterville, MA Owner's Name: Maury&Jane P:nard Date of Inspection: May 16, 2008 Inspection Summary: Check A,B,C,D or EJ ALWAYS complete all of Section D A. System Passes: ✓ I have not found any infonnation which indicates that any of the failure criteria described in-3 1,0 CMR 15.303 or in 310 CMR 15.304 exist. Any failure criteria not evaluated are indicated below. Comments: Y e. 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)ir,.the ?for the following statements": If"not determined",please ' explain. The septic tank is metal and over 20 years old* or the septic tank(whether metal or not)is structurally a 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: 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: The system required pumping more,thm 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:' r I Page 3 of 11 OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A , CERTIFICATION (continued) ` Property Address: 26 Hidden Lane Osterville, MA Owner's Name: Maury&Jane Pinard Date of Inspection: May 16, 2008 C. Further Evaluation is Required by the Board of Health: Conditions exist which require further evaluation by the Board of Health in order to detennine 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 2. System will fail 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: _ 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. The system has a septic tank and SAS and the SAS is within a Zone 1 of a public water supply. The system has aseptic tank and SAS and,the SAS is within 50 feet of a private water supply well. 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 i **This system passes if the well water,analysis,performed at a DEP certified laboratory, for colifonm 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: X : 3 Page 4 of 11 OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION (continued) Property Address: 26 Hidden Lane _ Osterville, MA " Owner's Name: Maury&Jane Pinard Date of Inspection: May 16, 2008 D. System Failure Criteria applicable to all systems: You must indicate either"yes"or"no"to each of the following for all inspections: Yes No ✓ 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 ✓ Static liquid level in the distribution box above outlet invert due to an overloaded or clogged SAS or cesspool _ ✓ Liquid depth in cesspool is less than 6"below invert or available volume is less than day flow Required pumping more than 4 times in the last year NOT due to clogged or obstructed pipe(s). Number of times pumped . ✓ Any portion of the SAS,cesspool or privy is below high ground water elevation. ✓ Any portion of cesspool or privy is,within 100 feet of a surface water supply or tributary to a surface water supply. ✓ Any portion of a cesspool or privy is within a Zone I of a�public well: ✓ Any portion of a cesspool or privy is within 50 feet of a private water supply well. ✓ 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, 'n 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.] No (Yes./No)The system fails. I have detennined 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.. E. Large System: ` To be considered a large system the system must serve a facility with a design flow of 10,000 gpd to 15,000 gpd. You must indicate either"yes"or`.`no"to ea&of the following: (The following criteria apply to large systems in addition to the criteria above) Yes No the system is within 400 feet of a surface drinking water supply the system is within 200 feet of a tributary to a surface drinking water supply the system is located in a nitrogen sensitive area(Interim Wellhead Protection Area-IWPA)or a mapped Zone II of a public water supply well i If you have answered"yes"to any question in Section E the system is considered a'significant threat,or answered - "yes" in Section D above the large'systein has.failed.-;The owner or operator of any large system considered a significant threat under Section E or failed under Section D shall upgrade the system in accordance with 310 CMR 15.304. The system owner shouldcontact the appropriate regional office of the Department. 4 f Page 5 of 11 OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENT S SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART B CHECKLIST Property Address: 26 Hidden Lane Ostenille, MA Owner's Name: Maury&Jane Pinard Date of Inspection: May 16, 2008 Check if the following have been done: You must indicate"yes"or"no"as to each of the following: Yes No ✓ Pumping information was provided by the owner,.occupant,or Board of Health ✓ Were any of the system components pumped out in the previous two weeks? ✓ _ Has the system received normal flows in the previous two week period? ✓ Have large volumes of water been introduced to the system recently or as part of this.inspection? n/a Were as built plans of the system obtained and examined?(If they were not available note as N/A) ✓ Was the facility or dwelling inspected for signs of sewage back up? ✓ Was the site inspected for signs of break out 7 ✓ _ Were all system components,excluding the SAS,located on site? - Were the septic tank manholes uncovered,opened,and the interior of the tank inspected for the condition of the baffces or tees,material of construction,dimensions,depth of liquid,depth of sludge.-and depth of scum? ✓ _ Was the facility owner(and occupants if different from owner)provided with information on the proper maintenance of subsurface sewage disposal systems T The size.and location of the Soil Absorption System(SAS)on.the site has been determined based on: Yes No , ✓ _ Existing infornation. For example,a plan at the Board of Health. Determined in the field(if any of the failure criteria related to Part C is at issue approximation of distance is unacceptable) [310 CMR 15.302(3)(b)]. 5 Page 6 of 11 OFFICIAL INSPECTION FORM NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION Property Address: 26 Hidden Lane Osterville, MA Owner's Name: Maury&Jane Pinard Date of Inspection: May 16, 2008 FLOW CONDITIONS RESIDENTIAL Number of bedrooms (design): n/a Number of bedrooms(actual): 2 DESIGN flow based on 310 CMR 15.203 (for example: 110 gpd x#of bedrooms): 220 Number of current residents: 2 Does residence have a garbage grinder(yes or no): Yes Is laundry on a separate sewage system(yes or no): n/a [if yes separate inspection required] Laundry system inspected(yes or no): No Seasonal use(yes or no): No Water meter readings, if available(last 2 years usage(gpd)): Unavailable Sump Pump(yes or no): No Last date of occupancy: Currently occupied COMMERCIAL/INDUSTRIAL Type of establishment: Design flow(based on 310 CMR 15.203): gpd Basis of design flow(seats/persons/sgft,etc.): . Grease trap present(yes or no): Industrial waste holding tank present(yes or no) Non-sanitary waste discharged to the Title 5 system(yes or no): Water meter readings, if available: Last date of occupancy/use: OTHER(describe): GENERAL INFORMATION Pumping Records Source of information: Unknown Was system pumped as part of the inspection(yes or no): No If yes, volume pumped: _gallons--How was quantity pumped determined?. Reason for pumping: y TYPE OF SYSTEM ✓ 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 all.components;date installed(if known)and source of information: unknown Were sewage odors detected when arriving at the site(yes or no): No 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: 26 Hidden Lane Osterville, MA Owner's Name: Maury&Jane Pinard Date of Inspection: May 16, 2008 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: Cornments(on condition of joints,venting,evidence of leakage, etc.): SEPTIC TANK: ✓ (locate on site plan) Depth below grade: 10" 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: 1000 gal. Sludge depth: Tf Distance from top of sludge to bottom of outlet tee or baffle: 30". . Scum thickness: 3" Distance from top of scum to top of outlet tee or baffle: 6" Distance from bottom of scum to bottom of outlet tee or baffle: 10" . How were dimensions determined: Measuring stick Continents(on pumping recommendations, inlet and outlet tee or baffle condition,.structural integrity, liquid levels as related to outlet invert,evidence of leakage,etc.): Tees were vresent. The liquid level was even with the outlet invert There did not apRear to be any si ns of leakage GREASE TRAP: None (locate.on site plan) Depth below grade: Material of construction: _concrete _metal _fiberglass _polyethylene `_other (explain): Dimensions: Scum thickness:. Distance from top of scum to top of outlet tee or baffler D istance.from bottom of scum to bottom of outlet tee or baffle: Date of last pumping: Comments(on pumping.recommendations,inlet and outlet tee or baffle condition,structural integrity, liquid levels as related to outlet invert, evidence 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: 26 Hidden Lane Osterville, MA ` Owner's Name: Maury&Jane Pinard Date of Inspection: May 16, 2008 TIGHT or HOLDING TANK: None (tank must be pumped at time of inspection)(locate on site plan) Depth below grade: Material of construction: _concrete _metal _fiberglass _polyethylene _other(explain): Dimensions: Capacity: gallons Design Flow: gallons/day: Alarm present(yes or no): Alann"level: Alarm in working order(yes or no): Date of last pumping: Comments(condition of alarm and float switches,etc.): DISTRIBUTION BOX: ✓ (if present must be opened)(locate on site plan) Depth of liquid level above outlet invert: Even x W 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.): The D-box was clean No solids were present. PUMP CHAMBER: None (locate on site;plan) Pumps in working order(yes or no): Alanns in working order(yes or no) Comments(note condition of.pump chamber,condition of pumps and appurtenances, etc.): 8 Page 9 of 11 t OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: 26 Hidden Lane Osterville, M�! Owner's Name: Maury&Jane Pinard Date of Inspection: May 16, 2008 SOIL ABSORPTION SYSTEM(SAS): ✓ (locate on site plan,excavation not required) If SAS not located explain why: Type ✓ leaching pits,number: 2-Pits leaching chambers;number: leaching galleries,number: leaching trenches,number, length: leaching fields,number; dimensions: overflow cesspool,number: Innovative/alternative system Type/name of technology: Coimnents(note condition of soil,signs of hydraulic failure, level of ponding,damp soil,condition of vegetation, etc.): The leach Pit# 1 had 6" oftivater on the bottom There did not appear to be any sicns of failure.e The Leach Pit#2 was full Liquid was.in the inlet Pape A camera was used for the inspection CESSPOOLS: None (cesspool must be pumped as part of inspection)(locate on site plan) Number and configuration: Depth-top of liquid to inlet invert: Depth of solids layer: Depth of scum layer: Dimensions of cesspool: Materials of construction: Indication of groundwater inflow(yes or no): Coamnents (note condition of soil, signs of hydraulic failure, level-of ponding,condition of vegetation,etc,): PRIVY; None (locate on site plan) Materials of construction: Dimensions: - Depth of solids: Continents(note condition of soil, signs of hydraulic failure, level of ponding, condition of vegetation, etc.): 9 Page 10 of 11 OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION (continued) Property Address: 26 Hidden:Lane Osterville, MA Owner's Name: Maury&Jane Pinard Date of Inspection: May 16 2008 SKETCH.OF SEWAGE.DISPOSAL SY STEM 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; x o O a 10GATIV^ � 3 a 41� s' a s S3 10 Page 11 of 11 OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY.ASSESSMENTS " SUBSURFACE SEWAGE DISPOSAL SYSTEMINSPECTION FORM PART C SYSTEM INFORMATION (continued) Property Address: 26 Hidden Lane Osterville, MA Owner's Name: Maury&Jane Pinard Date of Inspection: May 16, 2008 SITE EXAM Slope Surface water Check cellar Shallow wells Estimated depth to groundwater .25 +/ feet 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: Observed site(abutting property/observation hole within 150 feet of SAS) Checked with local Board of Health explain: Topographic and water contours inaps Checked with locale excavators,installers-(attach documentation) Accessed USGS database-explain: You must describe how you established the'high ground water elevation: Using Barnstable topo&i:gphic and water contours inaps, the inaps were showing approximately 25'+/--to groundwater at this site. r This report has been prepared only for;the septic system and components described herein. This septic system has been inspected and passed as of the date of inspection. This report is not a warranty or guarantee that the system will function properly in the future. There have been no warranties or guarantees, either expressed, written or implied, relating to the septic system, the inspection, this report and/or any components of the septic systein which have not. been located and inspected. i r Town of Barnstable OF'iHE Tp� " Regulatory Services .axtvsrnscE. ; Thomas F. Geiler, Director A,Eo39�A Public Health Division, Thomas McKean, Director 200 Main Street, Hyannis, MA 02601 Office: 508-862-4644 Fax: 509-790-6304 REGARDING SEPTIC INSPECTIONS BY PRIVATE CONTRACTORS DISCLAIMER This septic system inspection report was completed by a private inspector who.is certified by the State of Massachusetts, Department of Environmental Protection. Although the Town of Barnstable Health Division received the original or copy of the report; this Division does not warranty the functionality of the septic system in the future nor does this Division agree with any technical observations and interpretations contained within this report. In addition, by receiving this report the Town of Barnstable Health Division does not automatically approve the number of bedrooms listed within this report. The actual number of bedrooms approved -at a particular property would be listed on the "Disposal Works Construction Permit",. If you should have any questions regarding this report, please contact the certified Septic System Inspector who conducted the inspection. - QASEPTIODisclaimer Private Septic Inspections.DOC 7 6- Assessor's map and lot number ......1. .. ..... ::,.2;Ca j SEPTIC SYSTEM MUST BE -' +Sew ge INSTALLED IN ,COMPLIANCE : Permit number WITH A`,)TICLE .II STATE . oFTNero SANITARY.CO D TOWN TOWN. OF PARNS�" `BAH7rsTanLE, y NAM",": RUILDIHG IH:SPECT.OR APPLICATION. FOR R:PERMIT .TO �=�?.!�.S►T"�..4r.Li-.....�.®.t�J.1.�t.1�!w!............................ TYPE OF CONSTRUCTION ........... ....... 1 �R:e.AI�M ...................................................................................... ................................................19........ TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: Location ....:..WIF.�....... .4!>�s-�l......... P�ln�e. ` ............... 4!� ............................................................. ProposedUse .........�S..I�.. .t. !!4. I.�i.la............ ...................................................................:.................................... Zoning District .......... ."� Fire District . �..�,(4; .,7...C.?.S.it........................... ............................................... . ..... .......... Name of Owner ....M%-j ......... ..........Address ....UIC-I;-.... �'J�I.A►.gl... .. Name of Builder ....IR. K....a-W-6.0.t.-4A...................Address ....J04--n .....T .+�fL...�....�..l.�ta............. Nameof Architect ..................................................................Address ........................................................ Number of Rooms ..............................................Foundation ........C3.16.a.L.tt........................... Exterior ..........�°.�.►.t►tl�6,1,:............................ Roofing .........AAA* H.�►fv-T...�...s.►rl</.M.6 f..1?n..L�u4fr..... Floors ......................................................................................Interior ...............................:. Heating ..................................................................................Plumbing ............................................................... .................... Fireplace ........... .Approximate Cost Definitive Plan Approved by Planning Board -----------_---___-----------19 Area ....5► ,,.,,, Diagram of Lot and Building with Dimensions / Fee ............................................. SUBJECT TO APPROVAL OF BOARD OF HEALTH I�'O 0 M �2vPosF�� T n D 0 d N� r L Exi s? SEwnS LL.to J q- . l �j I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. Name .....l er.. -- ...,C!.G�lt�..��-r,....................... �/!C/U s ✓l/��rvYVr/ �1 �. 9yp�� ,J - No.....L..C/„o � �V l 1V_9X -- f '�f '�' • Fps...��............_ �— THE COMMONWEALTH OF MASSACHUSETTS BOAR® OF HEALTH , TOWN OF BARNSTABLE / a Appliration for %yoaal Vorks Tvuldr 'inn Errant Application is hereby made for a Permit to Construct ( ) or Repair ( ) an Individual Sewage Disposal Sy tem at ..........4. .............04 �.................. 1-mle......�. /0 ;;�_ 3 anon-Ad ss or Lot No: ---••---- - ....................................... ner Ad ss staller Address d Type f Building OOO Size Lot----------------------------Sq. feet U Dwelling—No. of Bedrooms....9............. .....Expansion Attic ( ) Garbage Grinder ( ) Other—T e of Building No. of persons............................ Showers — Cafeteria Q, Other fixtures -------------------------------- - W Design Flow............................................gallons per person per day. Total daily flow............................................gallons. WSeptic Tank—Liquid capacity............gallons Length................ Width................. Diameter---------------- Depth................ x Disposal Trench—No..................... Width.................... Total Length.................... Total leaching area....................sq. ft. Seepage Pit No--_---------------- Diameter.................... Depth below inlet.................... Total leaching area..................sq. ft. Z Other Distribution box ( ) Dosing tank ( ) aPercolation Test Results Performed by.......................................................................... Date........................................ Test Pit No. I................minutes per inch Depth of Test Pit.................... Depth to ground water......................... 44 Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................ a ••--- ---------- -------------------------------------------•----------------------------•---•---------•---------.--------------------------- 0 Description of Soil---••••-• . .. . ............•--..............••---•-----------------------•------------•--•--•-•--•----•----•••-••••-•-----••---••---------------- x V --------------------- -------••-••-•--------------------•-------------•---••--•-•---•••-•----•------------•-..........••-•-----------•-•--•----------------- UW --------••--------------•--------------•----------•--------------------•-----...•-•-•••.........------••-------- ------- ---- •••-----------------•-•- y� Nature of Repairs or Alterations—Answer when app icable______ _____ _ _ ________L_.....Lo �_ .__...__ A/-----_-. - ---------H..ad..---�uZZZ� ....� = ` Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TITLE 5 of the State Environmental de—The undersigned further agrees not to place the system in operation until a Certificate of Compli ce. a u y the boa of health. Signed --- ..... ........... ............. ............................ -------........................... Daze Application Approved BY � 9 ----------'�--___....................... ........................................ ..............-----'-------..-.....--------- Date Application Disapproved for the following reasons- ---- ---------------------------------------------------------------------------------------------------------------------------- ---------------------------------------------------- ----------------------------------- ---------------........_-...--------...----'---------'---------------------...------ ...'.- ------------ Date PermitNo. ..^0?02". ......... t`........-- Issued ----------------------------------------------------- ---...... Date No..- ->- ---- y � THE COMMONWEALTH OF MASSACHUSETTS BOARD OF. HEALTH ��� s - 4,� TOWN OF BARNSTABLE `� Appliratinn for Disposal Works Tvus'r inn hrmit Application is hereby made for a Permit to Construct ( ) or Repair ( an Individual Sewage Disposal System at: ...1V...........ZIA . ........................ r Addr s f or Lot No. •• ......,.;. —V" �' ------------------------------ ------• -- --- --- •----------•- f �Ow er A'ddr 's staller ddress Type Building Size Lot............................Sq. feet U Dwelling—No. of Bedrooms___._9..................................Expansion Attic ( ) Garbage Grinder ( ) Other—T e of Building No. of persons____________________________ Showers ) — Cafeteria P4 Other fixtures ----------------------------------------------- W Design Flow .........................................gallons per person per day,. Total daily flow............................................gallons. WSeptic Tank—Liquid"capacity............gallons Length................ Width................ Diameter__-____-•-__--_ Depth................ x Disposal Trench—No. .........._.-------- Width.................... Total Length.................... Total leaching area....................sq. ft. Seepage Pit No--------------------- Diameter----__.•-___-__-____ Depth below inlet-------------------- Total leaching area..................sq. ft. Z Other Distribution box ( ) Dosing tank ( ) 1­4 Percolation Test Results Performed by........ -••-•••------•-•••••.....-••--•--•--------------•----•-•--••••--- Date........................................ Test Pit No. 1................Ininutes per inch Depth of Test Pit.................... Depth to ground water_-______-__-_-__---____. `44 Test Pit No. 2................n-inutes per inch Depth of Test Pit.................... Depth to ground water------------------------ a ......... °-•• - -----I------------ ------------ Description of Soil - ------------------------------•-------=------- U --•-•-•--...•••-•-•-•-----------------------•-•-••. .........---•---------------------------------- --------------------------------------------------------------------------------- ---------------------------------------------------------------------------------------------------- ------ ---^------ .......-----•-- V Nature of Repairs or Alteraticns—Answer when applicable_-.-.. /_.____!_OB2_ i __ /._0. _.-•__. -- - - -- - ice= - � l ' ✓�•�� ------------------------•--------------------............--- Agreement: 0 The undersigned agrees to install the aforedescribed Individual Sewage Disposal System n accordance with the provisions of TITLE 5 of the State Environmental de—The undersigned further agrees not to place the system in operation until a Certificate of ComXc'ehasT ue- y the boar of health. Sgned- --------- ...----------------------- -- ------------ aDa[eApplication Approved BY ��v ^`- _- ---------------------------------------------------------------- --------�1- ` Application Disapproved for the following reasons- -------------------------------------------------------- ................................... ------------------------------ ----------------------------------------------------------"------....---...- ------...----------------------...---...----...------ ------. Permit No. ------.. ---r�o2 .... ... ................ Issued .--------- -.........------- -----....- ----------Dan' Date THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH TOWN OF BARNSTABLE C er#ifiratr of Corttylian.ce THIS IS TO CERTIFY, That the Individual Sewage Disposal System constructed ( ) cr Repaired by......----...._Jae.....K &X-V--------.- In .....--------..............----- ---scal-------------------------------..---------------------------------------------------------------------------------------------- er at3............1�� -....... -7�.. ! -------------------------------------------------------"---------------------------------------- has been installWin accordance with the provisions of TITLE 5 f The State Environmental Code as described in the application for Disposal Works Construction Permit No. .....Z0 c2Q. .7 /� dated ------ ....... ........................ THE ISSUANCE OF THIS CERTIFICATE SHALL_ NOT BE CONSTRUED A�S A GUARANTEE THAT THE SYSTEM WILL FUNCTION SATISFACTORY. DATE ..:...f - �-------------------------------------------------------------- Inspector .. -f./..1 fW..--.......;._,,..---------------------------------------- THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH TOWN OF BARNSTABLE as No. 1.......!... FEE....: ........... 11isposal Worko Tonotrnr#ion irrmit Permission is hereby grained----..�...........i 1 2p �"1r-�o = •-••--•------•...................................................._.. to Construct ( ) or Repair (r v}�an Individual Sewage Disposal System ' as shown on the application for Disposal Works Construction Permit No.q 1=� .' Dated...... l y:. l�................ = .-------•-_ 4e{d o F'e it DATE.=1.: FORM 36508 HOBBS✓k WARREN.INC.,PUBLISHERS 4 �R. TOWN OF BARNS'fABLE ZONING CODE AR"(ICLE VIII 240.91 NONCONFORMING LOT ° DEVELOPED LOT PROTECTION REQUIREMENTS 20%LOT COVERAGE 30%TOTAL FLOOR AREA RATIO °`° 10,000 S.F LOT SIZE 30 FOOT MAX.BUILDING HEIGHT MEET ALL SETBACK REQUIREMENTS °s a•.m• II'r-,P 9.1L&' ]'°' J'°' 3'-°- %iU&' P-9I¢' 2'8 ,•-,o• ,•-,o- zs• REQUIRED CALCULATIONS: 12,599 S.F.LOT AREA PATIO © © e 20%LOT COVERAGE=2520 S.F. F H F 30%TOTAL FLOOR AREA RATIO=3780 S.F. (VER-ALL DETAILS ZONE RC:20 FOOT FRONT,10 FOOT SIDE/REAR SETBACKS w owNERs b b p p m PROPOSED CALCULATIONS AS E E A5 LOT COVERAGE=2280 S.F.(18.0%) B FLOOR AREA RATIO=3780(30.0%) /a A5 q5. 9 4 SUNROOM b NOTES: E ANOERSEN - 1.) CONTRACTOR IS TO VERIFY ALL EXISTING CONDITIONS ' _ 'FWHIDBasen a - - ANDERSEN &DIMENSIONS IN THE FIELD - E E E E E E F DSosBL BEAM ABOVE 2.) CONTRACTOR TO VERIFY ALL INTERIOR&EXTERIOR MATERIALS, FLT _ - DETAILS.&FINISHES IN THE FIELD WITH OWNER 6 I - 3.).ROUGH OPENING HEAD HEIGHT OF WINDOWS AT A ,�_ _ L FIRST FLOOR TO BE 8'0"ABOVE SUBFLOOR ON F.F. _ "n I - ,- r - - ' D - &6'8"ON THE SECOND.FLOOR - I DINING 4.) ALL CONSTRUCTION TO CONFORM TO 780 CMR MASSACHUSETTS I LIVING" STATE BUILDING CODE,8TH EDITION AMENDEMENT&IRC2009 I emLrw - I CABINETS 5.). 110 MPH EXPOSURE B WIND ZONE,2.25 ASPECT RATIO • _ - - I L: 'MASTER 6.) ALL SHEETS OF PLYWOOD WALL SHEATHING TO BE INSTALLED VERTICALLY, BEDROOM e I "v KITCHEN OR HORIZONTALLY W/BLOCKING AT EDGES,WEDGE/12"FIELD NAILING (VERIFY KITCHEN RANGE - - 7.), ALL LVL LUMBER/BEAMS TO BE 1.9e U480 LOAD I wvour w/ownER) Q n'-e- a-r e•-m• zr- s-r 3'.&' ]-]1&' 3'-101/°' 0-0' 8'O B.) SEE CERTIFIED PLOT PLAN DEVELOPED BY BAXTER NYE ENGINERING& -TBAR SURVEYING FOR ALL PROPOSED&EXISTING DETAILS ]o• --REF -- - 9.) FOLLOW ALL MANUFACTURER'S SPECIFICATIONS FOR INSTALLATION OF ALL - 4 _ _ _ _ _ _ BEAM MOVE SIMPSON COMPONENTS .'�° ---- �$- F- - - -- _ 10.)ALL CONCRETE USED FOR FOUNDATION WALLS,FOOTINGS&SLABS A 0 is B& - - TO BE 3000 PSI _ © 2.-0, O Dn. QS i PKT.DOOR I " 11.)VERIFY ALL PLUMBING&ELECTRICAL DETAILS W/OWNERS ON THE SITE _ ic.B I 5-0• © I ABOVE OPEN O PDR' © MUDR I L C - DURING FRAMING CONSTRUCTION - ___= ROOM HALL 2'8'.(& D I 'TRY. 4'.s O I - < 12.)TIMBER FRAMING TO BE SPRUCE/PINE/FIR NO.2 GRADE THE H I rB-.ce• P 13.)PROVIDE UTILITY INSTALLATIONS FROM STREET TO NEW HOUSEICLOS. VIA UNDERGROUND CONNECTIONS TO COMPLY W/ALL LOCAL CODES - 14)THIS SITE IS IN THE 110 MPH WIND BORNE DEBRIS AREA,EXPOSURE"B" 'v & STUDY HALL WITHIN ONE MILE OF NANTUCKET SOUND PER STATE OF - O I MASSACHUSETTS WIND SPEED MAPS - I FIRE RATED W.I.C. DOOR • 15.)GLAZING PROTECTION PER BR CMR PROTECTION TO BE IMPACT GLAZING `° - MASTER --I 3'o-.se- ''��•' VERIFY ALL WIND BORNE DEBRIS PROTECTION REQUIREMENTS LI BATH W/OWNERS PRIOR TO START OF CONSTRUCTION 20'x B& 16.)FOLLOW ALL REQUIREMENTS OF THE IECC2009 RESIDENTIAL ENERGY F ° a� - EFFICIENCY REQUIREMENTS&VERIFY ALL DETAILS WITH THE INSULATION A A § - TEMPERED 'j INSTALLER/CONTRACTOR FOR THE STRETCH ENERGY CODE A ® 17.)VERIFY ALL LANDSCAPING DEATILS W/CONTRACTOR&LANDSCAPE - As DESIGNER/CONTRACTOR IN THE FIELD COVERED GARAGE 4 PORCH a (IPE DECKING) '° ® Y - IECC2009 RESIDENTIAL ENERGY EFFICIENCY DETAILS \. . CLIMATE ZONE 5A(USE EITHER PRESCRIPTIVE VALUES OR RESCHECK CALCULATION - A A. TABLE 402.1.1(MINIMUM PRESCRIPTIVE INSULATION&FENESTRATION REQUIREMENTS) - 11.S.B POSTS.AZEK B - '•- - '- - FENESTRATION SKYLIGHT CEILING HOOD FOAMED WALL FLOOR BASEMENT WALL BASEMENT SLAB CRAWL SPACE WALI CARING TO W WIDE&&' AS U-FACTOR U-FACTOR R-VALUE R.VALUE fl.VAIUE R-VALUE R-VALUE R-VALUE HIGH BASED 10'WIDE - 0.35 0S0 ]& 20 J 1- 10(2 FT.DEEP) 1.13 4 C - - - C . NOTES: �. (Y A5 m • 1.R-VALUES ARE MINIMUMS&U-FACTORS ARE MAXIMUMS. 2.10/13 MEANS R=15 CONTINUOUS INSULATED SHEATHING ON THE INTERIOR OR EXTERIOR , OF THE HOME OR R=13 CAVITY INSULATION AT THE INTERIOR OF THE BASEMENT WALL B'0'.T'o-o.H.Doo 9'0',rO`O.H.DOOR 3.REFER TO IECC 2009 CHAPTER 4 FOR ALL INSULATION&ENERGY REQUIREMENTS _ _ - - _ • - APRON WINDOW SCHEDULE TYPE MANUFACTURER'S UNIT ROUGH OPENING REMARKS A ANDERSEN ADH2648 2'6"x4'8' DOUBLEHUNG s•.31�z' &'-S' r-31a' 5s ea• .r.o• 2's rs v-0• -o• 90' 1- 6 ADH2O48 2'0"x 4'8" DOUBLEHUNG - - - - - - - -C ADH2634 2'6"x 3'4" DOUBLEHUNG _ - D ACW2034-2 4'0"x 3'4" CASEMENT _ - ,aa' zo'B- 220- E ADH3050 3'0"x 60" DOUBLEHUNG F ADH2O50 2'0"x 5'0" TRANSOM - FIRST I=L®®R PLAN Y G ATF2014 2'0"x 1'4" TRANSOM - - H AAN3020 TO"x 2'0" AWNING `: FIRST FLOOR = 1644 S.F. - J AAN2620 2'6"x2-0' AWNING - SECOND FLOOR = 1328 S.F. K ADH2640 76"x4'0" DOUBLEHUNG FULL BASEMENT = 888 S.F. OO SMOKE DETECTOR - L ADH2644 2'6"x 4'4" DOUBLEHUNG - , TOTAL AREA =3780 S.F. ©CARBON MONOXIDE DETECTOR - - M AAN2020 70"x2'0" AWNING - _. } GARAGE =517 S.F. - - - 1.CONTRACTOR TO VERIFY ALL WINDOWS WITH OWNER AND ROUGH OPENINGS d •. ®HEAT DETECTOR - WITH WINDOW MANUFACTURER PRIOR TO ORDERING OF WINDOWS A COVERED PORCH = 123 S.F. - - - 2.ANDERSEN A-SERIES WINDOWS WHITE EXTERIOR W/HIGH PROFILE EXTERIOR,IMPACT GLAZING - - - - BUILDING FOOTPRINT =2280 S.F. . • &INTERIOR GRILLES.LOW-E HP 4 GLAZING W/TRU-SCENE SCREENS&ESTATE SATIN NICKEL HARDWARE - f THE DESIGNER SHALL BE NOTIFIED IF ANY ��I1 /. THESE ERRORS TO START FOUND ON SCALE . DRAWING NO... ERRORS OR OMISSIONS S IONS ARE OF \.//"� 43 BREWTUIT BAY DESIGN, LLC IBe�\�' �//&�\�// F IpR�p�a CONSTRUCTION.THE BUILDING CONTRACTOR q ®�® NEW i Y ®� ■ ■ 9 v WILL BE RESPONSIBLE FOR THE CONTENT 1/YII - 1 1 01, 43 SHPEE, A ROAD IN THESE ORAWNGS IF CONSTRUCTION p•� ^/� pp••••�� ^ e(1 l/1- COMMENCES WITHOUT NOTIFYING THE PH�508) ,4-1 02649 BUMPS 1 'M ILA RIVER E® BUSINESSES S I N E S S E S L L DESIGNER OF GS ERRORS OR OMISSIONS, Al PH. (50 274-1166 ®V r R V rL'R` �/ THERE DRAVNNGO ARETED SOLELYFER THE USE /��/ /�(� OF THE OWNER NOTED.ANY OTHER VSE OF DATE: FAX(SO )539-9402 THESE DRAWINGS REQUIRES THE WRITTEN 26 HIDDEN LANE OSTERVILLE, MA CONS ENTOFTHEDESIGNERUNDERTHE 1/29/2014 ARCHITECTURAL COPYRIGHT PROTECTION 2,0. El N _ 0 0 AS (SHED DORMER) A5 ' 2'-0- A A5 �H (3/ li` b SHWR. � I! COS. \ 2x6 WALL BATH I 4 I ACCESS' - PANEL BATH O O_ b I 2'6-x 6B' UN. fi.,s6- BEDROOM#3 --- --------------- L— 2.fi.•xfi8'. - ID701. 2'4- - HALL 2'fi•.Gd• § L 4 BEDROOM#2 © O RAILINGTN@(�) VLOS. OPEN TO BELOW EDROOM#4ACCESS I ACCESS2 ].6., 5,-0• - - PANEL PANEL b LOFT I �� J J .1: ' I N N q b LOS.� b + PORCH ROOF BELOW I. I UNFINIc HED e ATTIC CONT RIDGE VENT _ - I - MASONRY CHIMNEY T03'0'ABOWE ABOVE RIDGE - D 5.5 BOAft06 WY1 xJORiP& L 2'-T' t2 TIP.1 x 8'FLVING RAKE- . 12 12 1 x a SUB RAKE ASPHALT HOOF SHINGLES - - T.1 R' 3.T. TOP OF PLATE I xaTRIM Wl 2- ® ® r 5._0. 6-0 5 0' - 0' 18'-6- • rt _ - WI2'SILL �. - •�C 16HE0 DORMER) )SHED DORME0.1 2V 6- ].D 1 8 I x d FASCIA,SOFFIT d - - I x BOARDS W1 ALUMINUM GUTTERS SECOND FLOOR SECOND FLOOR PLAN - - TOP OF PLATE ® ooFFH a0 FIRST FLOORSUBIOOR- - AZEK 1.fi CORNER BOARDS NOLESS— WEATHER DIPPED RIGHT / _�y T ELEVATION W.C.SHING IP K v 1 , • _ -. ER RORTHE DESIGNER SHALL SIONS RE FOEO IF ANY �nn- ERRORS OR OMISSIONS ARE FOUND ON SCALE DRAWING NO._ C THESE DRAWINGS PRIOR TO START OF ®D® COTUIT BAY DESIGN, LLC NEW HOUSE FOR• _ CONSTRUCTION THE BUILDING CONTRACTOR WILL BE RESPONSIBLE FOR THE CONTENT •1/A11 43 BREWSTER ROAD( IN THESE DRAWINGS IFCONSTRUCTION 1 `t MASrH P E1E,MA. 02649 COMMENCES WITHOUT NOTIFYING THE PH `C x( .t.t BUMPS RIVER BUSINESSES LLC - DESIGNER OF ANY ERRORS OR OMISSIONS. . 5�& 274-1(�166 HE SE DRAWINGS ARE SOLELY FOR THE USE FAX(5O 539-J4O2 OFTHEOWNER NOTED.THESE DRAWINGS REOUIIFESOER THE WRITTEN DATE fin`/A1 A CONSENT OF THE DESIGNER UNDER THE 2/26/201 A 26 HIDDEN LANE OSTERVILLE, ,YI/ A ARCHITECTURAL COPYRIGHT PROTECTION C) L Y CONT RIDGE Y' r x ASPHALT ROOF SHINGLES r j gZEK I x 8 FASCIA,SOFFIT 8 - IxBFRIEZEBOARDSW , ALUMINUM GUTTERS - -- TOP OF PLATE - AZEK—TRIM a TRIM ® ® ®�® �I " SILL � � 2 . LL = ® ® ® ® TYP.1x8'FLYING RAKE'♦ " BOARDS W/t x 3 DRIP e I x I SUB-RAKE SECOND FLOOR SUB_FLOOR TOP OF PLATE l EK PEDIMENT HEAD �. AZEK Iv 6 CORNER BOARDS Ffl MAIBEC DOUBLE DIPPED MEN In WC,SHINGLES TO WEATHER ATLANTIC PVC SHUTTERS (VERIFY COLOR W/OWNERS( FIRST FLOOR SUBFLOOR P.T.B x 6 POSTS W/AZEK CARRIAGE HOUSE STYLE CASING TO B'WIDE S W O.H.DOORS.VERIFY ALL MASONRY CHIMNEY TO SO- - HIGH BASED IP WIDE DETAILS W/OWNERS ABOVE RIDGE 5.5� a5.5 FRONT ELEVATION TOPOF PLATE '- 12 • Z SECOND FLOOROR SUB_FLOOR TOPOF PLATE El HAD . . . FIRSTFLOOR - SUBFIOOR ' LEFT ELEVATION _ TOP OFPLATE FTA El Ios c r - • - - SECONDFLOOR _ SUBFLOOR_ TOP OF PIATE D Ll El D LM r s FIRST FLOOR UBFLOOR REAR ELEVATION • C� .. - - - THE DESIGNER SHALL BE NOTIFIED IF ANV n� ERRORS OR OMISSIONS ARE FOUND ON THESE DRAWINGS PRIOR TO START OF COTUIT BAY DESIGN, PLC NEW V HOUSE FOR. CONSTRUCT,ON THE—LDINGCONTR-T.n SCALE : DRAWING NO.: p WILL BE RESPONSIBLE FOR THE CONTENT 1/41I _ 1 -0"M SHPEE,ER ROAD INTHESEDRAWINGSIFCONST-TION MASHPEE,MA. OZ64J (� BUSINESSES, /� COMMENCESVNTHOUTNOTIFYINGTHE c !1 BUMPS RIVER BUSINESSES LLI ' THE GNEROFANYERRORSOROMISSIONS. A/w- P FAX SGGOH Z 39f I I 0 BUMPS lV- THESE OR ERN ARE SOLELY FOR THE USE FAX(JO 53J-94OZ THE EEDRAWNGSREQUIRESNY OTHEWRTTEN DATE 26 HIDDEN LANE OSTERVILLE, MA ACHITETOFTHEOESIGNEITPROTCTI 2/26/2014 ARCHITECTURAL COPYRIGHT PROTECTION NAILING SCHEDULE a..fi- 4.-6. a•-0, 110 MPH EXPOSURE B WIND ZONE _ CollWALL BLocK ----- WALL - JOINT DESCRIPTION NO.OF COMMON NAILS NO.OF BOX NAILS NAIL SPACING I I • ROOF FRAMING: (( ) ( x 12•DIA CONC.1 ' _ i ___4 J — L BLOCKING TO RAFTER TOE NAILED 2.8d 2-10d EACH END - - RIM BOARD TO RAFTER END NAILED) 2-i6d 3-16d EACH END r ——— WALL FRAMING, - _ _ SOn IIECOW To D TOP PLATES AT INTERSECTIONS FACE NAILED) 4-16d 5-16d AT JOINTS BELow GRADE AS AS ( TYP.B-CONCRETEFOUNDATION USE SIMPSON I I I STUD TO STUD(FACE NAILED) 2-16 d 2-16d 24"o c, - wqus W p6 VERTICAL BARS ABU46 POST BASE B-D• I HEADER TO HEADER(FACE NAILED) 16d 16d 16"D.c.ALONG EDGES I AT 48"o.c.,S-�'FROM OUTSIDE B cl I I I FLOOR FRAMING FACE OF wALL.GRADE ED BARS - JOIST TO SILL,TOP PLATE OR GIRDER(TOE NAILED) 4-8d 4-10d PER JOIST _ - MIDDLE RIZONTAL BAR of WALL AT OP AS o - 2.P.T 2.10'z BLOCKING TO JOISTS(TOE NAILED) 2-8d 2-10d EACH END A - BLOCKING TO SILL OR TOP PLATE(TOE NAILED) 3-16d 4-i6d EACH BLOCK I LEDGER STRIP TO BEAM OR GIRDER(FACE NAILED) 31 Ed 4-i6d EACH JOIST A5 TIP,11 YhEy CONCRETE FOOTINGS 4 P.T. .B's�I6'o.c _ T,0• I JOIST ON LEDGER TO BEAM(TOE NAILED) 3-8d 3-10dPER JOIST - BAND JOIST TO JOI ST(END NAILED) 3-16d 4-1Ed PER JOIST - --_--- — --------------------- ------ _ _J I L._ BAND JOIST TO SILL OR TOP PLATE(TOE NAILEDO 2-16 d 3-16d PER FOOT I J- .12 oIR ROOF SHEATHING 1 -- — — — — — — — -- -- — — — -- -- 1 I - WOOD STRUCTURAL PANELS(PLYWOOD) RAFTERS OR TRUSSES SPACED UP TO 16"ox Bd 10d 6"EDGE/6"FIELD I I TYPICAL 0 1:2-DIA. RAFTERS OR TRUSSES SPACED OVER 16'o.c Bd 10d 4"EDGE/4"FIELD - I I I STEEL LALLY COLUMN I - GABLE END WALL RAKE OR RAKE TRUSS W/O OVERHANG 8d 10d 6'EDGE/6'FIELD I TYPICAL JO•.J ,12' I BASEMENT GABLE END WALL RAKE OR RAKE TRUSS Ed tOd 6"EDGE/6"FIELD 9ASEMENi 1 I I CONCRETE FOOTING I W4Noow W/STRUCTURAL OUTLOOKERS - '/`4N�W I I GABLE END WALL RAKE OR RAKE TRUSS W/LOOKOUT BLOCKS 8d 10d 4"EDGE/4"FIELD - 'ry 11 VB'WOISTS @ I6•oc.. CEILING SHEATHING: GYPSUM WALLBOARD 5d COOLERS -- 7.EDGE/10'FIELD WALLSHEATHING I - te• -r I 'I WOOD STRUCTURAL PANELS(PLYWOOD) - I I I CRAWLSPACE I STUDS SPACED UP TO 24"D.C. 8d 10d 6'EDGE/1Z'FIELD I I I I 1/Z'&25/32"FIBERBOARD PANELS 8d --- 3"EDGE/6"FIELD I __ I — 2-coNc.SLAB) 1 1/Z'GYPSUM WALLBOARD 5d COOLERS -- T'EDGE/10"FIELD - I I r 1 IS'-to'HEIGHTI ,I I .FLOOR SHEATHING: - - - i PK.-. _ _ _ STE LBE _ _I I I h WOOD STRUCTURAL PANELS(PLYWOOD) - I _ I I I I I... I WINDOW T _ - 1"OR LESS THICKNESS 8d - lod 6'EDGE/1Z'FIELD I I - GREATER THAN t"THICKNESS 10d i6d 6'EDGE/6"FIELD I I I TYPICAL4 POST (SEE DETAIL, tl4' -----J 1 STEEL ETAIQ 4LAATE FULL I TYPICAL42'.42'.15' BASE ME t --- CONCRETE FOOTING I ——— I (4•CONC.SLAB)BILcO'c' I v. _ I BULKHEAD I I I .v evmYm. '^ S _ _ I o I i 4 s.-4.. I _ I DROP TOP OF WALL TO.H.DOORS I I? ` mmmm�A I I I I I wm¢n¢v vAu mm rrtE¢vAu - I I • m, a>4�1 Amnon As I -- — — — — — — I GARAGE I (s•CH 2'swe I PITCH 2'TO O.M.EMBEDDED I SOLD 10 LEDGER BOARD LAG BOLTED TO b P.T.].8's @ 16'o.c. I W;6.8 YMA'f EMBEDDED - 'lw BLOCKING W N ERS AT LOT DOLTS I 16'oc.WI JOISTS HANGERS AT BOTH ENDS I I ¢res >a rvxwc 15' INSTALL i'e-ANCHOR BOLTS AT 24'o.c.MAX.- 1 _ 6, 9' WI SIMPSON BP5518-J BEARING PLATES \ ]-P.T.2 PLACE BOLTSWTHIN6'-15'OFEACH Ry smcvr rN¢aulmc ¢ 4 vm m Ir cows CORNER AND TO A 8-MINIMUM DEPTH - - - FASTEN JOISTS TO BEAM I I In YM SIMPSON H8 TIES 12'OIA.CONCRETESONOTUBES A5 1 I I I pax z.>.R'curt vmu I .1`�� w128'DIA.BIGFOOT FOOTINGS I I I I TO a'0-BELM GRADE.USE SIMPPON ZMAX ABU"POST BA C 24 o c S A5 5 i¢mvx _ tO-J' 10'-]• I L_———————— CROP T O HTIP OF DOORS ALL A mn v < I —____—__ ___ —___ I -IT O.H. DOOR DETAIL SIDE ELEVATION - _ - _ - APRON __ __ ______ -_ - SIM PSON STHD14 STRAPS B)MPSON STHD14 STRAPS PER O.H DOOR DETAIL PER O H DOOR DETAIL -NO SCALE RT 2.6 SILL VV SEALER 18'-P ZO-6• 22'-0' Z FOUNDATION PLAN ANCHOR BOLT DETAIL IN STALL FULL HEIGH T STUDS 4TNIlJ JACK SCALE:1/2"=1'-O" - - STUD AT EACH SIDE OF ALL ROUGH OPENINGS wNDOW - • e 2.6 WALL - JACN STUD - IROUGHOPENING) - ROUGH OPENING DETAIL SCALE:1/2"=1'O" - - • ,�vf HOUSE �C7F FOR' THE DESIGNER SHALL BE NOTIFIED IF ANY ®� • _E W ■ ■O�/S` ■ O� \• � ERRORS C ION THONSARE FOUND F COTUIT BAY DESIGN. LLC THESE DRAWNGSPRIOR TOSTARTOF SCALE : DRAWING NO.: CONSTRUCTION.THE BUILDING CONTRACTOR 43 BREWSTER ROAD WILL BE RESPONSIBLE FOR THE CONTENT 1/411:— 1'-011 MASH PEE,MA. 0264(1 - IN THESE DRAWINGS IF CONSTRUCTION J l/�. COMMENCES WITHOUT NOTIFYING THE AAA p 2 BUMPS RIVER BUSINESSES, .LLC TH SE DESIGNER OF GS ERRORS OR OMISSIONS. �� PH.(SOU4`)/L74-1166 DESIGNER ERRORS OR FOR THE USE FAX(508)539-9402 OF THE OWNER NOTED.ANY OTHER USEUS DATE THESE DRAWINGS REQUIRES THE WRITTEN 26 HIDDEN LANE OSTERVILLE, MA CONSENT OF THE DESIGNER PYRIGTPROTCTI 2/26/2014 ARCHITECTURAL COPYRIGHT PROTECTION TYP.ROOF CONST. CONT RIDGE VENT - -2 z 12 ROOF RAFTERS @ I6 oc. 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JOISTS 16•oc. 11]/B'I-JOISTS�I6'o.c: <.ti2'GYPSUM BOARD - TOP Of PLATE TOP OF PLATE 5.W C.SHINGLE BIDING H2.Il BEAM _ 6.TWEK VAPOR BARRIER - MULTI LVL BEAM 4 MULTI LVL BEAM ),6 MIL POLY VAPOR BARRIER 1 x 6 BEAD BOARD - z S RECESSED .s LIGHTING - r MASTER MASTER g BATH BEDROOM HALL LIVING - 3/a'T B G PLYWOOD FIRST FLOOR FIRST FLOOR IPE OECKIN SUBFLOOR-GLUED&NAILED SUBFLOOR SUBFLOOR PT.2 S. lfi 11 71WH JOISTS @IT—. AZEK FASICIAw P.T.2x V•@1 t T%B'H JOISTS®18'e.c. -P.T.2z 10a Wl FASCIA STEEL BEAM S•BATT INSULATION IR=3D) STEEL BEAM p T.2 z 6 SILL - W/SEALER _ - 12"DIA.CONCRETE SONOTUBES O61 N 2B'DIA.BIGFOOT FOOTINGS ffABU "DIA.CONCRETE SONOTUBES " FULL SMPSONELOW GRADE.USE ABU 6POST BASE FULL OPO•BELOW GRADE.USE SEMPSON ' O66 POST BASE BASEMENT BASEMENT P.T.2z10LEDGERBOARD LAG BOLTED TOSOLID BLOCKING W112)LEDGERL°K BOLTS - .. xOARD LAG BOLTED TO • _ - - 16'o.c.WI JOISTS HANGERS AT BOTH ENDS J'CONC.SLAB SOLID BLOCKING W/(1)LEDGERLOK BOLTS - TOPOFSLAB 16'c.c.W/JOISTS HANGERS AT BOTH ENDS SECTION @ HALULIVING B SECTION @ HALULIVING A5 AS 2 z6',016'oc " 12 MULTI LVL ROSE.—, 12 - E • .. 2.6's()16'o.c 12 UNFINISHED STORAGE m SECOND FLOOR - SUBFLOOR - - TOP OF PLATE TOP OF PLATE 0668 11]IB'1-JOISTS®11,o,c. 9'GATT INSULATION(ft=301 516'FIRECODE GYP, ON Ix 3 STRAPPING @ I6' o.c.IN GARAGE7 - - GARAGE SUNROOM 15-CONC.SLAB - PITCH 2'i0 OM.DOOR - - FIRST FLOOR W16x 6 WWF EMBEDDED SUBFIOOR � II ii8'I-JOISTS�I6"o.c, I. CRAWLSPACE r SECTION @ GARAGE § 2 CON'SLAB AS o SECTION @ SUNROOM A5 ` THE DESIGNER SHALL BE NOTIFIED IF ANY ERRORS OR OMISSIONS ARE FOUND ON ®Q® COTUIT BAY DESIGN. LLC NEW HOUSE FOR• CON TRRAWIN.THEBR DINGG START OF SCALE : DRAWING NO. CONSTRUCTION,THEIOR OINGCONTRACTOR WILL BE RESPONSIBLE FOR THE CONTENT 1/411 _ 11_0l1 4 ROAD 64 N THESE DRAWINGS IF CONSTRUCTION�•.� I� R I ' `/�_ COMMENCES WITHOUT NOTIFYING THE MA(HPEE,MA. 02649 BUMPS RIVER BUSINESSES,ES LLV' DESIGNER OF ANY ERRORS OR OMISSIONS FA. 5O8p`))274-1166 ®V r v V THESE DRAWER F THE OWNER NOTED BALE OTHER THE USE A 5 FAX(508)539-9402 THESE RAWNGSREGURESO THE WRITTEN DATE 26 HIDDEN LANE OSTERVILLE, n A CONSENT OF THE DESIGNER UNDER THE 2/26/2014 ARCHITECTURAL COPYRIGHT PROTECTION + —IF HIGH— ASPHALT ROOF SHINGLES D D 5:B"CDXPL—DSHEATHING 2+12 RAFTERS 15M FELT PAPER B (2)SIMPSON H 2 5A HURRICANE CLIPS TER . BARRIER SH ALUMINUM QRIP EDGE SHIELD .- AS ALUMINUM DRIP EDGE I x 3 STRAPPING I+B FASCIA BOARD A GYPSUM BOARD 1,J SOFFIT BOARD - A$ t CONT.VINYL SOFFIT VENT - - t x 3 SOFFIT BOARD - TYP,246WALLS I 1314'CROWN J I J'4'+14•LVL BEAM(FLUSH) s6 FRIEZE BOARD - — — - I � DETAIL AT WALL SCALE:1/2"=1'0" - I I ld'.a r.0' 1 1 T/8"I-JOISTS I6'n.c 6 x 6 POST FROM RIDGE 0!N TO HEADER b 3 3 H ADER _ mill O 1 q$ MULTI LVL BEAM(FLUSH) MULTI LVL BEAM IF H) AS _ - I L .. _ b A r AS e A5 _ 1 rvI I b I I G I b J 1 314'x t 1 B•L L BEAM - I A AS b p • b - - 1 314•X 14'LVL RIDGE BOARD _ B 314-X 14'LVL RIDG CARD _ - _ 211_3!J'X 14'LVL RIDGE BOARD-1 I5 C C • SOLID BLOCHINC AS OUTSIDE TWO JOISTIN THE HE DAYS 3 1 Jr4' 11 7,T LVL BE SIMPSON LSTA24 STRAPS SIMP60N LSTA24 STRAPS Q' - PER O.H.DOOR DETAIL PER O.H.DOOR DETAIL rf IB..D. 2a6' - - .2 R - - A$ _x t0 DERI -f E`�R"° °GE SECOND FLOOR FRAMING PLAN 3-1 3/4's 9 1I2'LVL BEAM FASTEN2x SRAFTERS TO m r FASTEN P.T.6x 6 POSTS TO BE W/SIMPSON H10.2 BEAM NA SIMPSON AC66 ACES TIES POST CAPS B nl A5 c SOLID 2 a SBLOCMING IN THE OUTSIDE A5 A5 - iW0 RAFTER S CEILING JOIST BAYS ^� - dB•P.c..ALLOW SPACE FOR AIR FLOw ON THE UNDERSIDE OF ROOF 1 SHEATHING - NOTES: IB+o• 2o.6. 22 IF 1.) ALL ROOF RAFTERS TO BE 2 x 12's UNLESS OTHERWISE NOTED ROOF FRAMING PLAN 2.) USE SIMPSON S E HURRICANE CLIPS AT ALL RAFTERS ENDS 3.)VERIFY GUTTER TYPE/LAYOUT W/OWNERS - • THE DESIGNER SHALL BE NOTIFIED IF ANY ERRORS OR N SSIONS PRIOR TO FOUND ON SCALE DRAWING NO.: N E W HOUSE FOR: THESE DRAWINGS PRIOR TD START OF 43 BREW BAY DESIGN, LLC CDN6TRDGTIDN.THE IBLE FOR CONTRACTOR u IN T BE RESPONSIBLE FOR THE CONTENT 1/411 11.OII 43 BREWSTER ROAD MASHP(� 9 IN THESE ORAVNNGS IF CONSTRUCTION EE,MA. 02649 '� COMMENCES WITHOUT NOPFYINC THE BUMPS RIVER BUSINESSES LLC DESIGNER OF ANY ERRORS OR OFORMISSIONS. �� PH.(508p\)J 274-1(166 DESIGNER ERRORS OR OMISSIONS. THE USE THE FAX(508)539-94OZ OF THEOI—ERNOTED ANY OTHER USE OF DATE : THESE DRAWINGS REQUIRES THE WRITTEN 26 HIDDEN LANE OSTERVILLE, MA CONSENT OF THEDESIGNERUNDERTHE 2/26/2014 ARCHITECTURAL COPYRIGHT PROTECTION 18 -- EXISTING CONTOUR y.< N r gel � o�� x 16.82 EXISTING SPOT GRADE -W EXISTING WATER SERVICE ---GolfCouse -G EXISTING GAS SERVICE ' CD -fl.H:W-OVERHEAD WIRES rosy 3 y�eg ..• 9�° co• TEST PIT Cl- LEGEND N F fm LOC N US m ence EXISTING SHEDS ;ta"y, (TO BE REMOVED) 11 --- p600„ o kade � 102.77 _ 0,7a I _ >0 4 LOCUS- MAP , 99,1 POLE91/4B. �0 137.37. I 101;97`' Shed NOT TO SCALE 99.24 x 100.19 ` Shed F,100,8®\� 102,35 102.02 102.14 02.29 GENERAL NOTES: 100.19 ` N 1 ALL BY THE LOCAL OF HEALTH T DESIGN ENGINEER. ` < 9 �160• 2. ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS ; 8 • . 99.25 :.: ;.:'.`'Y, I 102.82 TIT Y APPLICABLE 100 4 OF THE STATE ENVIRONMENTAL CODE, LE V, AND AN PPLIC 99.27 99.23 .`..;.::/:,.. :::' x 101,2 I LOCAL RULES AND REGULATIONS Cobble Qr� DECK `L 3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR Relocate) Drive / �� TO INSPECTION AND APPROVAL BY THE BOARD OF HEALTH AND THE ( � :''S' 100,66 LOT 2 v1 DESIGN ENGINEER. 101.54 12,600 S.F. �0 995 G X 4. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING 9' lax MBLU 140-203 2��• w FROM THOSE SHOWN HEREON SHALL BE .REPORTED TO THE DESIGN..:.., ENGINEER BEFORE CONSTRUCTION CONTINUES. . - 99,52 ° \ o o\ �" /� \ �U � x 101.19 k 1 5. ALL ELEVATIONS BASED ON ASSUMED DATUM. MAG/SET i , 1 1.40 rn 6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF 99.41 cD, O ` �� ♦ 101.16 THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF 99,52 �+ moo. / TP-3 n EXISTING 101.76 HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION. 7. WATER SUPPLY TO BE PROVIDED BY TOWN WATER SERVICE. 8 ® HOUSE(#26) 0- x 100.89 7BM TOF=102.44 J � �p 8. THERE ARE NO WELLS WITHIN 150' OF THE PROPOSED S.A.S. Mog Noil set �` -13 -4x >401.3 / 9. ALL AREAS CLEARED FOR CONSTRUCTION SHALL BE RESTORED AS EL.=99.41 \ 7 y�, , '� AGREED UPON BY OWNER AND CONTRACTOR OR AS OTHERWISE _ (TO BE RAZED) 101,35 _ DIRECTED BY THE APPROVING AUTHORITIES. 100.45 99.73 \ Q �1 10. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING EXISTING LEACH PITS o �� 0 101,2� r 100,69i Y CONSTRUCTION. TO DE REMOVED � ro � W/SHUT- - `" TP--1 10143 � 11. WHERE-REQUIRED, CONTRACTOR SHALL REMOVE ALL UNSUITABLE SOILS 100.87 Fence 101,78: IN THE AREA BENEATH AND FOR 5' ON ALL SIDES OF THE S.A.S. AND SEE NOTE 11 TP-2� $9' REPLACE WITH CLEAN SAND AS SPECIFIED IN 310 CMR 255(3). .� T/PED _ -129 12 AREAS REQUIRING STRIPOUT OF UNSUITABLE MATERIALS SHALL BE \ \\ f Wire 101.37 „ INSPECTED BY HEALTH DEPARTMENT PRIOR TO BACKFILL. 99.81 100.62 S 51'45' W 101.19 100.84 FLOOD PLAIN DATA IRON PINFND EXISTING LEACH PITS NON HAZARD-ZONE C TO BE REMOVED OWNER OF RECORD ZONING CLASSIFICATION: ZONE RC BUMPS RIVER BUSINESSES, LLC SETBACKS: FRONT YARD=20' - 143 GRAY STREET SIDE/REAR YARD=10' AMHERST, MA 01022 MAXIMUM BUILDING HEIGHT = 30' MAss'�y �P��a of Mgss9� EXISTING CONDITIONS PLAN, PROPOSED SEPTIC SYSTEM SITE PLAN o PETER T. TERRY �Gn McENTEE ANN � 26 HIDDEN LANE OSTERVILLE, MA o C WARNER v CIVIL �' o N r No. 35109 �, No. 38721 Prepared for: Bumps River Businesses, LLC, 143 Gray Street, Amherst, MA 01022 Engineering by: Surveying by: SCALE DRAWN JOB. NO. SS ENG� % 5 Engineering Works, Inc. WARNER SURVEYING 1"=20' P.T.M. 270-13 12 West Crossfield Road 22 Long Road DATE Forestdole, MA 02644 Harwich, MA 02645 CHECKED SHEET NO. (508) 477-5313 (508) 432-8309 2/25/14 P.T.M. 1 2 3~ ` a �02 -- EXISTING CONTOUR l x 100.98 EXISTING SPOT GRADE • 10 PROPOSED CONTOUR I ® PROPOSED SPOT GRADE t —W PROPOSED WATER SERVICE c� TEST PIT N LEGEND EXISTING HOUSE Y STRIPOUT SILT TO BE RAZED 101.87 m LOAM HORIZON ence a (SEE NOTE 11) 100 89 Stockade �� 102.77 14 1-7 Oro 00 v� '� •0 x . 99.1 POLE91/4B 1100 13�'3�' 10� I '/ 1 1,97 X 99.24 x 100.19 100.69+ x�02 �o �� x 102�35 9. N 102, 4 1 29 102.02 2 + PROP. \\ FUTURE 3 �19 SE PTI -- . __J POOL o ^;':\ TANK 99.25 x `��. 10 2.8 2 99, 7 99,6,3 \0Ln, ; ; \ O 0,94 Deck '0 101.2 o �n Q ` 0 X 10 m cr. a.•' 2 P OSED LOT 2 ' 2 '0 99A Y G o o -o HOUS (#26) 12,600 S.F. 0. • Z o ` �o T.O.F.= 03.0 MBLU 140-20 MAG/SET 11 1.40n + 4�'9 99.41 99.52 N {.o /�p / 101.76 o, t� � TP 3 _ 'o �p T 4 x00.89 /0 43 5 U y ' \ Mog No# set �' '� 01,3EL.=99.41 0 A• GARAGE o� \ \';.: T.O.S.=102.3 / T \ ?JQ '� / ILDING SETT K LINES-k FLOOD PLAIN DATA 99.73 �.... \. ,..,.. ,..r . 101, BU NON HAZARD-ZONE C EXISTING LEACH PI TS o .• ' 10 \ `� �., y.: 1 100,69\ ZONING CLASSIFICATION: ZONE R 101.78 C TO BE REA40VED \ : . 1,4 SEE NOTE 11 100,87 Fence SETBACKS: FRONT YARD=20' W/SHUT F>, P- !`� 129.8 SIDE/REAR YARD=10' O MAXIMUM BUILDING HEIGHT = 30' T i E -2 wlr S 51•4540 W TOWN OF BARNSTABLE ZONING CODE 99.81 1 0.84 �07 r— ARTICLE VIII 240.91 DEVELOPED LOT 0.62 PROTECTION REQUIREMENTS MAXIMUM LOT COVERERAGE: 20% IRON PINFND EXISTING LEACH PITS EXISTING LOT COVERAGE=13.0% PROPOSED TO BE REMOVED PROPOSED LOT COVERAGE=19.6% PACED DRIVEWAY FLOOR AREA RATIO: 30% (SEE BUILDING PLANS) WIND EXPOSURE CATAGORY: Exposure B 0f Mqs� PROPOSED SITE PLAN PROPOSED SEPTIC SYSTEM SITE PLAN P a- o PETER T. �, o TERRY Gr J McENTEE ANN 26 HIDDEN LANE, OSTERVILLE, MA o CIVIL "' o WARNER o. 35109 No. 38721 Prepared for: Bumps River Businesses, LLC, 143 Gray Street, Amherst, MA 01022 -o O O Engineering by: Surveying by: SCALE DRAWN JOB. NO. EGI SZE�`` �� Fsf� �F STE�� �`` Engineering Works, Inc. WARNER SURVEYING 1"=20' P.T.M. 270-13 10 L N �Nq 12 West Crossfield Road 22 Long Road Forestdole, MA 02644 Harwich, MA 02645 DATE CHECKED SHEET NO. (508) 477-5313 (508) 432-8309 2/25/14 P.T.M. 2 Of 3 c NOTE: TO PREVENT BREAKOUT, THE PROPOSED FINISH GRADE BE <sE FOR A D S AN EH OLF 1J5'T AROUND ETHE 5 SOIL LOG • SEPTIC TANK PERIMETER OF THE S.A.S. INSTALL RISERS & COVERS OVER INLET PROPOSED S.A.S. DATE: MAY 28, 2013 (P#14,016) AND SET TO 6" OF FINISH GRADE. PROPOSED D-BOX SOIL EVALUATOR: MICHAEL PIMENTEL CSE PROVIDE ACCESS TO GRADE OVER OUTLET COVER INSTALL WATERTIGHT RISER & PROVIDE TWO ACCESS MANHOLES TO WITHIN 3" JC ENGINEERING, INC. T.O.F.=103.0 COVER SET TO 6" OF GRADE OF FINISH GRADE FIOR INSPECTION PURPOSES WITNESS: DONNA MIORANDI R.S. HEALTH AGENT F.G. EL.=100.3 to 101.3t ELEV. TP-1 DEPTH ELEV. TP-2 DEPTH F.G. EL=102.2t � F.G. EL.=101.5t � F.G. EL.=100.St MAINTAIN 2% GRADE (MIN.) OVER S.A.S. 101.0 0" 100.8 0" FILL 99.8 FILL 12" B L - 10' t 100.0 12" ® S=1% (MIN.) L = 12' L 23' B LOAMY SAND 4'SCH40 PVC ® S=1% (MIN.) ® S=t% (MIN.) l0YR.5/6. 4"SCH40 PVC 4"SCH40 PVC LOAMY SAND 96.8 48" d s" 10YR 5/ Cl 6" aaa�aea 97.0 48" M-C SAND ia" aaaeaaa C PERC 95.0 2.5Y 6/6 INV.=99.30 48" LIQUID ®®eases 48"/66 70 LEVEL 'ADD 4' 4.8' 4' CSILT LOAM GAS BAFFLEINV.=98.67 PROPOSED INV.=98.50 EFFECTIVE WIDTH = 12.8' _ 2.5Y 7/1 INV.=99.50 INV.=99.05 � 92.3 Al Al Mi INV.=98.00 2.5Y 6/6 C3 102„ PROPOSED SEPTIC TANK 3-500 GALLON LEACHING CHAMBERS SURROUNDED WITH STONE AS SHOWN M-C SAND H-10 RATED 2.5Y 6/6 TOP CONC. ELEV.=98.8t BREAKOUT ELEV.=98.50 NOTES: INV. ELEV.=98.00 a,aa ease aaa®a 90.2 130" 90.1 128" 1) CONTRACTOR SHALL VERIFY ALL EXISTING PIPE. BOTTOM ELEV.=96.00 INVERTS, PRIOR TO INSTALLATION. "EFFEc"nVEX 8.5'=25.5' 4' NO GROUNDWATER OBSERVED, PERC RATE <2 MIN./INCH - HA SET V L AND TRUE 4' MIN. OF NATURALLY OCCURING _SEPTIC TANK & D BOX S LL BE LE E 2 - 3.5'TO GRADE ON A MECHANICALLY COMPACTED 6" CRUSHEDPERVIOUS MATERIAL LENGTH 3 • STONE BASE, AS SPECIFIED IN 310 CMR 15.221(2). 5 MIN. ABOVE GROUNDWATER - LEACHING SYSTEM SECTION 3) INSTALL INLET & OUTLET TEES AS REQUIRED. BOTT. OF TP-2, EL.=90.1 ELEV. TP-3 DEPTH ELEv. TP-4 DEPTH 4) CONTRACTOR SHALL INSPECT EFFLUENT FILTER ON 3/4" TO 1-1/2" DOUBLE 101.2 0" 101.0 0" I OUTLET TEE AND REPLACE IF NECESSARY. VERIFY SUITABLE SAND TO EL.=88.0 OR TO WASHED STONE FILL 4 BELOW SILT LOAM, PRIOR TO INSTALLATION -FILL 99.0 24" 3" LAYER OF 1/8" TO 1/2" 99 2 A 24 LOAMY SAND SEPTIC SYSTEM PROFILE DOUBLE WASHED STONE LOAMY SAND 98.7 10YR 3/1 28" (OR APPROVED FILTER FABRIC) 2.5Y 3/1 28' B 98.9 B LOAMY SAND DESIGN CRITERIA 10YR L /6SAND 97.0 10YR 5/6 Cl 48" 3 E3 E3 0 E3 E3®® 97.2 C 2ERC M-C SANDNUMBER OF BEDROOMS: 4 NEj@ p��LJ�E3 IE0 U�® 33" 48"/66 95.01.5Y b/b72" SOIL TEXTURAL CLASS: CLASS I wE3®®®E2 E3 E3 E3 E3®E3 C2 DESIGN PERCOLATION RATE: <2 MIN/IN cv z ®�®E3®E3 E3 E3®E2 SILT LOAM (0.74 GPD/SF LOADING RATE) 92.7 C3.5Y 7/1 100" DAILY FLOW: 440 GPD DESIGN FLOW: 440 GPD 102" M-C SAND M-C SAND GARBAGE GRINDER: NO 2.5Y 6/6 2.5Y 6/s LEACHING AREA REQUIRED: (440 GPD) = 594.6 SF 4" KNOCKOUT 90.4 130" 90.2 130" .74 GPD/SF 20" DIA. COVER NO GROUNDWATER OBSERVED, PERC RATE <2 MIN./INCH PROPOSED SEPTIC TANK: 1500 GALLON CAPACITY PROPOSED DISTRIBUTION BOX: 1 INLET, 3 OUTLETS 4" KNOCKOUT / 4" KNOCKOUT 58" SEPTIC SYSTEM SITE PLAN USE 3-500 GALLON LEACHING CHAMBERS IN SERIES PROPOSED SURROUNDED BY DOUBLE WASHED STONE ON ALL SIDES 26 HIDDEN LANE, OSTERVILLE, MA SIDEWALL AREA: 2(12.8' + 33.5') X 2 = 185:2 S.F. 4" KNOCKOUT Prepared for: Bumps River Businesses, LLC, 143 Gray Street, Amherst, MA 01022 BOTTOM AREA: 12.8' x 33.5' = 428.8 S.F. Engineering by: Surveying by: SCALE DRAWN JOB. N0. TOTAL AREA:..............................................................614.0 S.F. 500 GALLON CAPACITY, H-10 LOADING Engineering Works, Inc. WARNER SURVEYING N.T.S. P.T.M. 270-13 CHAMBERS 12 West Crossfield Road 22 Long Road DESIGN FLOW�PROVIDED: 0.74 GPD/SF(614.0 SF)=454.3 GPD Forestdole, MA 02644 Harwich, MA 02645 DATE CHECKED SHEET NO. N.T.S. (508) 477-5313 (508) 432-8309 2/25/14 P.T.M. 3 of 3 EXISTING CONTOUR � N x 16.82 EXISTING SPOT GRADE s Ro -W EXISTING WATER SERVICE �GolfCouse� °a e d. -G EXISTING GAS SERVICE ej H.W. OVERHEAD WIRES 6 1 ® TEST PIT �09 r g 0- �/ �r LEGEND �a F°' �@ Locus LO N a as m 1 ence EXISTING SHEDS -j (TO BE REMOVED) 6,p0 89 \ 102,77 '° 0.74 °°k° �o LOCUS MAP POLE91/4B �O 13� 3� lIj 01.97`� Shed Shed 99.1 NOT TO SCALE 99.24 x 100.19 + 100.94 102,35 100.19 � � 102.02-- 02114 102,29 GENERAL NOTES: N 1. ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL ��98 1 o BOARD OF HEALTH AND THE DESIGN ENGINEER. i 2. ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS 99.25 .:•,, '' 102.82 OF THE STATE ENVIRONMENTAL CODE, TITLE V, AND ANY APPLICABLE 99,27 99 23 j x 101,26 ` LOCAL RULES AND REGULATIONS. Cobble Dri DECK 3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR ) rive �y 4 �\ o TO INSPECTION AND APPROVAL BY THE BOARD OF HEALTH AND THE (Relocate D ; >'.= 1oop6 LOT 2 Ln DESIGN ENGINEER. 12 600 S.F. 1 101,54 7 4. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING 99.59: X M BLU 140-203 � FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN • x• G \, ENGINEER BEFORE CONSTRUCTION CONTINUES. o 99,52 / \ 0 1 w \ o�- �.(• F O , 5. ALL ELEVATIONS BASED ON ASSUMED DATUM. \ // � x 101,19 _MAG/SET .,A / \ 1 1.40 /\ + 101.16 rr 6 THE CONTRACTOR THE DESIGN INORR IS OWNERTTOENOTTIFYIBLE FOR THE FAILURE THE LOCAL BOARD OF OF 99,41 99.52 N b / / TP-3 / \ 101.76 HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION. jp.N �� \_ 10 1 8 EXISTING j HOU TOF=102.44 ° x 100.89 7. WATER SUPPLY TO BE PROVIDED BY TOWN WATER SERVICE. TBUSE(#26) .n 8. THERE ARE NO WELLS WITHIN 150' OF THE PROPOSED S.A.S. co � � co Mog Nail set ° -4x >40L3 I �p 9. ALL AREAS CLEARED FOR CONSTRUCTION SHALL BE RESTORED AS EL.=99.41 \ (b AGREED UPON BY OWNER AND CONTRACTOR OR AS OTHERWISE \ _ (TO BE RAZED) 101,35 DIRECTED BY THE APPROVING AUTHORITIES, \ 100,45 \ 10. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY 99.73 � -n Q - THE LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING EXISTING LEACH PITS o ° �,� 101,2� 100 691 CONSTRUCTION. TO BE REM01/ED l W�SHUT ��- Tp 1 101.43 / ! 11. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL UNSUITABLE SOILS \ 100 87 Fence. 101.78 IN THE AREA BENEATH AND FOR 5' ON ALL SIDES OF THE S.A.S. AND SEE NOTE 11 _ REPLACE WITH CLEAN SAND AS SPECIFIED IN 310 CMR 255(3). h \ TP-2 \ 129•89' 12. AREAS REQUIRING STRIPOUT OF UNSUITABLE MATERIALS SHALL BE \ T/PED Wire 101,37 n INSPECTED BY HEALTH DEPARTMENT PRIOR TO BACKFILL. 100.62 14540 W 99.81 101.19 100.84 S 8 FLOOD PLAIN DATA IRON PINFND EXISTING LEACH PITS NON HAZARD-ZONE C TO BE REMOVED +. OWNER OF RECORD ZONING CLASSIFICATION: ZONE RC BUMPS RIVER BUSINESSES, LLC SETBACKS: FRONT YARD=20' 143 GRAY STREET SIDE/REAR YARD=10' AMHERST, MA 01022 MAXIMUM BUILDING HEIGHT = 30' of "'Ass °F MAs EXISTING CONDITIONS PLAN PROPOSED SEPTIC SYSTEM SITE PLAN 9CyG o PETER T. o TERRY s McENTEE ANN 26 HIDDEN LANE, OSTERVILLE, MA o CIVIL "' S WARNER ` • No. 35109 No. 38721 I Prepared for: Bumps River Businesses, LLC, 143 Gray Street, Amherst, MA 01022 RfC/SZFR ��Q FJ �FCI TF�E� �` ' Engineering by: Surveying by: SCALE DRAWN JOB. NO. o�Ss EN i Engineering Works, Inc. WARNER SURVEYING 1"=20' P.T.M. 270-13 J / For stdole,r MAf1eld 02644 d Harw ch MA 02645 DATE CHECKED SHEET N0. 2 Z 1 (/�`` 1 (508) 477-5313 (508) 432-8309 2/25/14 P.T.M. 1 of 3 —---1 02 —— EXISTING CONTOUR f! x 100.98 EXISTING SPOT GRADE • r` 02 PROPOSED CONTOUR j ® PROPOSED SPOT GRADE c, —W PROPOSED WATER SERVICE a. TEST PIT N LEGEND EXISTING HOUSE Y STRIPOUT SILT To BE RAZED 101,87 00 LOAM HORIZON ence (SEE NOTE 11) r^ 100,89 Stocko d2 o_ 102,77 N ,06'0� v` PDLE91/4B /0. 1371.3_1 1 ( 1 L97 x 0 i 99,iD 99.24 x 100,19 =? 1 + ii x 100.69 102+ ��O 1 � 102, 4 x 102.35 ' 4. N �� 102.02 1 2,29 PROP. \ FUTURE p0�9 SEPTI 10 -—— _ J k POOL o 11, •-p:�'' '.,• ;•,,.\1 TANK � ,3 99,252�3 I 102,82 x ` `�: O 1C 99, 7 99, �p� .•; 0 0,94 Deck '0 101,2 o N P OSED LOT 2 99, 9/ HOUS #26) 12,600 S.F. • ti '- T.o.F.= 03.0 MBLU 140 20 MAG/SET 99,41 ,.• 1 1.40 Z \ 41 g 101.76 99,52. �.,o. / TR , .X00,8 43'� c� MBAI og No# set 01.3 . GARAGE 1 'o �\.:.: �.'.;N T.O.S.=102.3 / SETBACK LINE FLOOD PLAIN DATA 99.73 101 NON HAZARD-ZONE C EXISTING LEACH PITS 10 ><:. I 100,69� 1OL78 ZONING CLASSIFICATION: ZONE RC TO BE REMO l/ED �:. "\: 1.4 \_••,: - gnce SETBACKS: FRONT YARD=20' SEE NOTE 11 is 1 , 100,87 SIDE/REAR YARD=10' W/SHUT F:. 0 129.8 MAXIMUM BUILDING HEIGHT = 30' -2 Wir T E S 81•4640++ W TOWN OF BARNSTABLE ZONING CODE ARTICLE VIII 240.91 DEVELOPED LOT 99.81 . 1 0,84 07 k 062 PROTECTION REQUIREMENTS MAXIMUM LOT COVERERAGE: 20% IRpN PINFND EXISTING LEACH PITS EXISTING LOT COVERAGE=13.0% PROPOSED TO BE REMOVED ; PROPOSED LOT COVERAGE=19.6% PACED DRIVEWAY FLOOR AREA RATIO: 30% (SEE BUILDING PLANS) 1 WIND EXPOSURE CATAGORY: Exposure B MAssq PROPOSED SITE PLAN i PROPOSED SEPTIC SYSTEM SITE PLAN o PETER T. ANN �G� o TERRY McENTE E cis 26 HIDDEN LANE, OSTERVILLE, MA CIVI L "' o WARNER No. 3 o ER { Prepared for: Bumps River Businesses, LLC, 143 Gray Street, Amherst, MA 01022 Engineering by: Surveying by: SCALE DRAWN JOB. NO. l R£GISZER�` �� F�� �F STERN �`� Goo Engineering Works, Inc. WARNER SURVEYING 1"=20' P.T.M. 270-13 s SS/ L �Nq N 12 West Crossfield Road 22 Long Road ` I `�►f„ �� f / Forestdole, MA 02644 Harwich, MA 02645 DATE CHECKED SHEET NO. (508) 477-5313 (508) 432 8309 2/25/14 P.T.M. 2 of 3 t: NOTE: TO PREVENT BREAKOUT, THE PROPOSED FINISH GRADE SHALL BE < FOR A DISTANCE OF 5'TAROUND THE 5 SEPTIC TAN SOIL LOG K PERIMETER OF THE S.A.S. INSTALL RISERS & COVERS OVER INLET PROPOSED S.A.S. DATE: MAY 28, 2013 (P#14,016) AND SET TO 6" OF FINISH GRADE. PROPOSED D-BOX SOIL EVALUATOR: MICHAEL PIMENTEL CSE PROVIDE ACCESS TO GRADE OVER OUTLET COVER PROVIDE TWO ACCESS MANHOLES TO WITHIN 3" JC ENGINEERI INSTALL WATERTIGHT RISER & OF FINISH GRADE, FOR INSPECTION PURPOSES TLF-G. EL.=102.2± 3.0 COVER SET TO 6' OF GRADE WITNESS: DONNA MIORANDI R HEA H GENT F.G. EL.=101.5f F.G. EL.=100.8t F.G. EL.=100.3 to 101.3t ELEV. TP-1 DEPTH ELEV. P-2 PT 1 f MAINTAIN 2%.GRADE (MIN,) OVER S.A.S. 101.0 0" 100.8 0" FILL FILL 99.8 12" B L 10' L 12' L 23' 100.0 12" LOAMY SAND ® S=1% (MIN.) B 4"SCH40 PVC ® S=1% MIN.) ® S-1% (MIN.) 10YR 5/6 4"SCH40 PVC 4'SCH40 PVC , LOAMY SAND 96.8 48" 10YR 5/6 Cl �o„ as as 97.0 411" 2.Y 6�6 14" ) s" ®966666 C PERC 95.0 aaaaaaa 70" INV.=99.30 48" LIQUID - { 48"/66" LEVEL ADD 4 4 8' 4' C2 GAS BAFFLE INV.=98.67 PROPOSED INV.=98.50 SILT LOAM INV.=99.50 EFFECTIVE WIDTH = 12.8 _ 2.5Y 7/1 INV.=99.05 � INV.=98.00 2.5Y 6/6 92.3 C3 102" Am -am Nm lk'Jo,PROPOSED SEPTIC TANK 3-500 GALLON LEACHING CHAMBERS SURROUNDED WITH STONE AS SHOWN M-C SAND 2.5Y 6/6 H-10 RATED TOP CONC. ELEV.=98.8t BREAKOUT ELEV.=98.50 NOTES: INV. ELEV.=98.00 aaa® ease aka®B aa0 3 90.2 130" 90.1 128" 1 CONTRACTOR SHALL VERIFY ALL EXISTING PIPE ROOM aaa®a BOTTOM ELEV.=96.00 NO. GROUNDWATER OBSERVED, PERC RATE <2 MIN. INCH INVERTS, PRIOR TO INSTALLATION, 4' 3 X 8.5'=25.5' 4' / 2) SEPTIC TANK & D-BOX SHALL BE SET LEVEL AND TRUE 4' MIN. OF NATURALLY OCCURING EFFECTIVE LENGTH = 33.5' TO'GRADE ON A MECHANICALLY COMPACTED 6" CRUSHED PERVIOUS MATERIAL STONE BASE, AS SPECIFIED IN 310 CMR 15.221(2). 5' MIN. ABOVE GROUNDWATER - LEACHING SYSTEM SECTION 3) INSTALL INLET & OUTLET TEES AS REQUIRED. BOTT. OF TP-2, EL.=90.1 ELEy. TP-3 DEPTH ELEV. TP-4 EPTH 3/4" TO 1-1/2" DOUBLE 4) CONTRACTOR SHALL INSPECT EFFLUENT FILTER ON � � 101.2 0" 101.0 0" OUTLET TEE AND REPLACE IF NECESSARY. VERIFY SUITABLE SAND TO EL =88. OR TO WASHED STONE FILL FILL 4 BELOW SILT LOAM, PRIOR TO I ALLATION ` 99.0 24" 3" LAYER OF 1/8" TO 1/2" 99.2 A 24 LOAMY SAND SEPTIC SYSTEM PROFILE DOUBLE WASHED STONE LOAMY SAND 987 10YR 3/1 28" (OR APPROVED FILTER FABRIC) 2.5Y 3/1 B 98.9 B 28 LOAMY SAND DESIGN CRITERIA LOAMY 110YR 5/6D 97.0 10YR S/6 48" Cl ®®®® 0 ®®® 97.2 C PERC AND SOIL F` BEDROOMS: 4 Ed 0 Ea M®L3 �I��Ea 3 i„ 40"/06' 11 2.5Y 72, TEXTURAL CLASS: CLASS w E3 E3 E3®®®®®E3®®' C2 DESIGN PERCOLATION RATE: <2 MIN/IN ©� `~ z ®�®®®®® �®®® SIJ,T,,LOAM 2.5Y 7/1 (0.74 GPD/SF LOADING RATE) --_99 100" DAILY FLOW: 440 GPD DESIGN FLOW: 440 GPD 102" M" C SAND �z M-C SAND GARBAGE GRINDER: NO tty��, 2�.5Y 6/6 2.5Y 6/6 LEACHING AREA REQUIRED: (440 GPD) = 594.6 SF 4"4" KNOCKOUTt 90.4 130" 90. ` 130" .74 GPD/SF 20" ,DIA. COVER NO GROUNDWATER OBSERVED, PERC RATE <2 MIN./INCH PROPOSED SEPTIC TANK: 1500 GALLON CAPACITY PROPOSED DISTRIBUTION BOX: 1 INLET, 3 OUTLETS 4" KNOCKOUT 4" KNOCKOUT 58" PROPOSED SEPTIC SYSTEM SITE PLAN USE 3-500 GALLON LEACHING CHAMBERS IN SERIES 0 SURROUNDED BY DOUBLE WASHED STONE ON ALL SIDES 26 HIDDEN LANE, OSTERVILL€, MA I SIDEWALL AREA: 2(12.8' + 33.5') X 2 = 185.2 S.F. 4" KNOCKOUT i Prepared for: Bumps River Businesses, LLC, 143 Gray Street, Amherst, MA 01022 BOTTOM AREA: 12.8' x 33.5' = 428.8 S.F. Engineering by: Surveying by: SCALE DRAWN JOB. NO. TOTAL AREA:..............................................................614.0 S.F. Engineering 500 GALLON CAPACITY, 1H-10 LOADING En ineerin Works,Inc. WARNER SURVEYING N.T.S. P.T.M. 270-13 CHAMBERS 12 West Crossfield Road 22 Long Road DAB CHECKED SHEET N0. DESIGN FLOW PROVIDED: 0.74 GPD/SF(614.0 SF)=454.3 GPD y Forestdole, MA 02644 Harwich, MA 02645 N.T.S. (508) 477-5313 (508) 432-8309 2/25/14 P.T.M. 3 of 3 C -- 18 -- EXISTING CONTOUR Jc9e� yo'no N x 16.82 EXISTING SPOT GRADE s R a 0 W Golf 0 - EXISTING WATER SERVICE Couse- 7 -G EXISTING TIN GAS SERVICE 0) WIRES r s CD .W.--OVERHEAD � -fl.H• g� n` ros 3 e 9 Y G { � e o• A O N TEST PIT _ a a LEGEND@ � t Fmi LOCUS n R Py P tine _ m m - e n c e EXISTING SHEDS .J (TO BE REMOVED) CL tA p6'0° E Ock°d \ LOCUS MAP 13� 3'1 0 74 o�,POLE91/4B O 01,97 Shed Shed NOT TO SCALE 99,1 99.24 x 100,19 11' + 100�8®\J 102.35 102.29 LOG 102.02 1 _ i O 102.14 SOIL �j� 100,19 DATE: APRIL 10, 2014 (PART OF P#14,016) �..�.� .. -_ _ N SOIL EVALUATOR: PETER McENTEE (SE#1542) ^.'' �60,98 ENGINEERING WORKS, INC. 99.25 100,94 102,82 WITNESS: DONNA MIORANDI R.S. HEALTH AGENT 99.27 • .9 ,23 .<:' -:;;' ?.•:"'~ •.:`; x 101 26 ELEV. TP-5 DEPTH ELEV. TP-6 DEPTH 9 Cobble Drl DECK 100.6 0" 100.5 0" Relocotel Drive LOT 2 1 0 A FILL 12,600 S.F. Z LOAMY SAND 99.0 18" X • x 101,54 MBLU 140-203 ,02� w 99.6 10YR 4 2 12„ A 1oX. G B LOAMY SAND / o m 0 LOAMY SAND 98.5 10YR 4 2 24" 9,52 - \ o R 9 �( � 1 10YR 5�6 g MAG/SET � � � � '� x 101,19 97.6 C1 36' LOAMY SAND , / / 1 1,40 {{# /\ + 101,16 M-C SAND 10YR 5/6 99.41 9952 N o / / TP-3 0 101.76 2.5Y 6/6 97.2 40" �. ExisriNc \\ 94.6 72" G aos - 10 8 Q HOUSE(#26) o� x 100,89 �, C2 TOF=102.44 SILT LOAM v -4x ) 1,01 2.5Y 7/1 ��Nail set \ DTP-6 >401,3 / O� ) 92.3 100" EL.=99.41 /J / co C3 ( 101.35 M-C SAND A ED 00.45 - TO BE R ZED) / 2.5Y 6/6 9 9.7 3 �- -n 1 M-C SAND co 101,26( 2.5Y 6/6 IIIJJJ EXISTING LEACH PITS t °W/SHUT W� 100.69,1 TO BE REMOI/ED TP_1 nce 101.78 3 \ 10143 100.87 SEE NOTE 11 Fe \ TP-5 129.89` 87.1 - 162" 97.5 156" \ /PC1 TP-2 \ Wlr _ NO GROUNDWA SERVED 99 81 100.62 f 518�45'40" W 1 PERC RATE <2 MIN./INCH (IN SAND) 100.84 r- NOTE: THIS PLAN IS AN ADDENDUM TO PLAN ENTITLED "PROPOSED SEPTIC SYSTEM/SITE 101A9 PLAN, 26 .HIDDEN LANE, OSTERVILLE, MA, PREPARED FOR BUMPS RIVER BUSINESSES, IRON PINFND EXISTING LEACH PITS LLC, 143 GRAY STREET, AMHERST, MA", BY ENGINEERING WORKS, INC./WARNER TO BE REMOVED SURVEYING, DATED 2/25/14. THE PURPOSE OF THIS PLAN IS TO DEMONSTRATE 4 FT. OF NATURALLY OCCURING O ss9 PERVIOUS SOILS BELOW THE SILT LOAM HORIZONS OF TEST HOLES 2 & 4. SOIL LOGS FOR TEST HOLES 1 THROUGH 4 ARE SHOWN ON ABOVE REFERENCED PLAN. o PETER T. s McENTEE EXISTING CONDITIONS PLAN. ADDITIONAL SOIL EVALUATION � �, CIVIL 35109 N -26 HIDDEN LANE, OSTERVILLE, MA . ADDENDUM 6/SSE� �`' Prepared for: Bumps River Businesses, LLC, 143 Gray Street, Amherst, MA 01022 1 ` Engineering by: Surveying by: SCALE DRAWN JOB. N0. WARNER SURVEYING 1"_ En ineerin Works, Inc. W 20' P.T.M. 270-13 9 9 �14 For stdole,ross MAf 1e02644 ld d 22 Harw ch MA 02645 Road DATE CHECKED SHEET N0. ` (508) 477-5313 (508) 432-8309 4/10/12 P.T.M. 1 Of 1 H• III , EXISTING CONTOUR °yes �n �y N x 16.82 EXISTING SPOT GRADE L R°oa EXISTING WATER SERVICE GolfCouse_7 • W =- EXISTING GAS SERVICE 0) --O.H..W--OVERHEAD WIRES r09 y 3'. �25 ' •71.P G� TEST PIT 0 g P a a d LEGEND Fa. Locus In ti q• Pb m` Y m �e EXISTING SHEDS.. en (TO BE REMOVED)CL O,00„ --ockade 0,89 �\ 102,77 i N 13� 3� 0.74 x I . 101,9 0 LOCUS MAP D NOT TO SCALE POLE91/4B O Shed l - a Shed 99,1 99,24 / x 100.19 -f- 102,35 SOIL LOG �� a 102,D2� 102,14 102,29 100,19 1 DATE: APRIL 10, 2014 (PART OF P#14,016) SOIL EVALUATOR: PETER McENTEE ((SE#1542) --l6o,98 ; ENGINEERING WOf2KS, INC. Y 99.25 100,94 I 102,82. WITNESS: DONNA MIORANDI R.S. HEALTH AGENT 99.27 . .99;23`:C' . ., ( DECK #x. 101.26 `� ELEV. TP-5 DEPTH ELEV. TP-6 DEPTH �. Cobble Dri \ 100.6 0" 100.5 0" (Relocotd Drive)'.•.' 100.66 1 LOT 2 \ �o c!� A FILL 12 600 S.F. 2 LOAMY SAND 99.0 18" 99;59' 1OL54 MBLU 140�20J /�2. 0o w 99.6 10YR 4 2 12, A •^•.•:.:. �• ,i, lox• G F' � B LOAMY SAND \ o M \ lg p LOAMY SA D 98.5 10YR 4 2 24" 99,52 I/ O� 97.6 10YR 5/6 36" B AG/SET / � x 101,19 y rn C1 LOAMY SAND M 1 1,40 AO/S ID. O �� ♦ 101.16 101.76 M-C SAND 10YR 5/6 99,52 N 'O / / TP-3 2.5Y 6/6 97,2 40" �„ O. \ / o EXISTING 94.6 - 72" C N� HOUSE(#26) x 100,89 c2 � I3 � "-' TOF=102.44 ) SILT LOAM Tam ' P-6 -4x >401.3 / `\�O� 92.3 2.5Y 7/1 Mog No# set -° 100° EL.-99.41 0 \ 101.35 / � C3 M-C SAND 100,45 (TO BE RAZED) 2.5Y 6/6 AN 99,73 0 Q 1 M-C SAND 101.26( 2.5Y 6/6 EXISTING LEACH PITS l °W/SHUT V�`'"`-- // ` 100,69� TO BE REMOVED co �TP 1 101,43 Fence 101.78 SEE NOTE 11 \\ TP-5 129 $9, 100,87 87.1 162" QA - 156" ' \ /P� TIP-2 Wire__ _ _ NO GROUNDW RVED - 100.62 f 101.37 40PERC RATE <2 (IN SAND) 99;81 S 51.4� NOTE: THIS PLAN IS AN ADDENDUM TO PLAN ENTITLED "PROPOSED SEPTIC SYSTEM/SITE 100,84 101,19 PLAN, 26 HIDDEN LANE, OSTERVILLE, MA, PREPARED FOR BUMPS RIVER BUSINESSES, IRON PINFND EXISTING LEACH PITS LLC, 143 GRAY STREET, AMHERST, MA", BY ENGINEERING WORKS, INC,/WARNER SURVEYING, DATED 2/25/14. TO BE REMOVED THE PURPOSE OF THIS PLAN IS TO DEMONSTRATE 4 FT. OF NATURALLY OCCURING PERVIOUS SOILS BELOW THE SILT LOAM HORIZONS OF TEST HOLES 2 & 4. ylgssq� SOIL LOGS FOR TEST HOLES 1 THROUGH 4 ARE SHOWN ON ABOVE �� dG REFERENCED PLAN. PETER T. EXISTING CONDITIONS PLAN McENTEE � ADDITIONAL SOIL EVALUATION o VIL NoC135109 N U M 26 HIDDEN LANE, OSTERVILLE, MA I 1S1E�1�� �� ADDEND A Prepared for: Bumps River Businesses, LLC, 143 Gray Street, Amherst, MA 01022 - NN Engineering by: Surveying by: SCALE DRAWN JOB. N0. Engineering Works, Inc. WARNER SURVEYING 1"=20' P.T.M. 270-13 Forestdole,rMAfield 0264Harwich,Harwh MA 02645 DATE CHECKED SHEET N0. 4�10�12 P.T.M. 1 of 1 (508) 477-5313 (508) 432-8309 I