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HomeMy WebLinkAbout0246 CARRIAGE ROAD - Health 246 Carriage Road Osterville A= 071 -= 018 N u TOWN OF BARNSTABLE LOCATION a.� Q� RCA' SEWAGE - VILLAGE�j.�j�.����I-� ASSESSOR'S MAP&PARCEL I INSTALLER'S NAME&PHONE NO. �C, vS3CS SEPTIC'TANK CAPACITY ra0op a n 1_ t LEACHING FACILITY: (type) �J� j co Q r,L -&A i��►1,C&T5(size) NO.OF BEDROOMS s OWNER I,I PERMIT DATE: 01 ` 11 4 n 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 �r� —a© C 115 � 10 . 30 q3 TOWN DOF BARNSTABLE / a LOCATION �10 C�fr i'ars RBI SEWAGE# VILLAGE (j S ASSESSOR'S MAP&PARCEL 7 ' * ' INSTALLER'S NAME&PHONE NO. i►`vLe..e� SEPTIC TANK CAPACITY LEACHING FACILITY:(type) (size) NO.OF BEDROOMS � f X OWNER AS4, PERMIT DATE: oi/�i��o>�i COMPLIANCE DATE: �l 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 CA� ray ��• /tic �: l09 I try K No. .._ Fee JV THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS 01pplitation for Veiposal 6pstem Construction Permit Application for a Permit to Construct( ) Repair( ) Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components �- a. Location Address or Lot No.ay C;� Owner's Name,Address,and Tel �r��� 1 6�'14 L p 05't-Q#-✓r4 a4kG CA(-" l '� Assessor's Map/Parcel ih qP �I T(,9_L fn ST �jP M 30 Installer's Name Address,and Tel.No. 569-4 391-0 S 3Q I�signer's Name,Address,and Tel.No. $(fig�.5� pbe T-1" .OV r ;Z�C- L.O AS5�?L �N f 1Je-e-rt� ,C� ed` flRl,�I S>1�4. O�y �bea� W 0r1 nn aa6 3 Type of Building: + Dwelling No.of Bedrooms _S �D(&TRJ9j Lot Size < sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) / C) gpd Design flow provided gpd Plan Date ®l/ 06 Ao Number of sheets _ Revision Date 01/0(0/a00 Title Size of Septic Tank C 00c.) --nn Type of S.A.S. -n(� C LeAC k A rS Description of Soil A — L Q0 S� A NC eWJJ'q— S�Ad LOD&2 -CA. Nature of Repairs or Alterations(Answer when applicable) C0N QX_7_ fr6e) 500 qq I1oN Doc l 1n� f T M�U'� 1� — 0 X 00 - u b� Le.A ' � p die Y-5 Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place t ystem in operation until a Certificate of Compliance has been issued by this Board of Health. n igne Date o j/", W''D I Application Approved by Date ' 11 Application Disapproved by Date for the following reasons Permit No. Date Issued ) - �. o Fee o THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF20-tonstruction Rft- TABLE, MASSACHUSETTS Yes Yication for- is oast permit `. Application for a Permit to Construct ) 'Repair'( ) Upgrde( )' bandon( ) El Complete System El Individual Components Location Address or Lot No aq eAeL U}9-(; Owner`'s Name,Address,and Tel.NO eTF(L M N Q 1 J ost��✓,� a�� CA�� i Qe. Assessor'sMap/Parcel MAp R ?AS(-C>.L $ U' staller's Name Address,and Tel.No. S C)9'413@-0 5 30 signer's Name,Address,and Tel.No. O�Oe.FT .OV r Co .71J C L E:N i ueerj3 O 9 fl � Mq_ �y ,jbei4r W &I S Oa6 3 Type of Building: + I ' Dwelling No.of Bedrooms > S C91S-TO _Lot Size + sq.ft. Garbage Grinder( ) Other Type of Building No.of Personsl Showers( ) Cafeteria( ) Other Fixtures r Design Flow(min.required) gpd Design flow provided gpd Plan Date OG C"� Number of sheets Revision Date o Z/O�, /a o l'� Title ll Size of Septic Tank E1-00CU Type of S.A.S.0 b�— la L . L QAJ,1 C'. Am hP r.S py Description of Soil — L oo Se- -sA IvL__ i — e1j2 SA NJ Lau,S-e &A" C — Lon SC . C a A rS 2. Nature of Repairs or Alterations(Answer when applicable) CON QC-.T f'__/'oM X 1 S Sim t' �O U q Cyr&N N K 2 N ST41► OOU C, 0 to nJ (VI eA r A/)C A) l� Date last inspected: Agreement: I., The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place th ystem in operation until a Certificate of Compliance has been issued by this Board of Health. igne Date `Application Approved by Date , /� 1 Application Disapproved by E Date =`for the following reasons ! Permit No. Date Issued THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS Certificate of Compliance THIS IS TO CERRTIF/Y,that the On-site Sewage Disposal system Constructed( ) Repaired( ) Upgraded( ) Abandoned( )by AC�tJ2 r-7 D C>y�� C at q} C)Ac- has been constructed in accordance with the provisions of Title 5 naril the for Disposal System Construction Permit No. dated Installer J�C)�oe d'T [� _ U 2 CO . :ZN C Designer GCJ A S>Q L- E62GC,e ri AI Q 1 #bedrooms 5 Approved design flow �Ss 0 gpd The issuance of this permit shallp t V,cpffltrued as a guarantee that the system ill functio si tied. Date 5 io�1/ !/ Inspector - .-------1---- -------- ----------------- -------- - ----------- - -- -----------------------------=------- No. � / O`' Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS Misposaf 6pstem Construction Vermit Permission is hereby granted to Construct( ) Repair( ) Upgrade( ) Abandon( ) System located at c_� q C, C R rr q 1 GE, 2c>et c and as described in the above Application for Disposal System Construction Permit. The applicant recognized his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided:Construction just be completed within three years of the date of this pe t. Date Approved by Town of arnftable regulatory Services Richard V. Scali,Interim Director • IIAI NgrAB = Public Health Division '°'fnw►A+" Thomas McKean,Director 200 Main Street,Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Installer && Designer Certification Form ( p Date: ` Sewage Permit#dr)i q•_ 1) Assessor's Map\Parcel 4" Designer: Lf"CS A,, Installer: ` o 6%Z 1 C_F:7), dy L Address: la UR 1.NV�"WO-k,\ �k*1,3Js,Address: On O ( t 1 I �OU�-TT ID C)�')�-L was issued a permit to install a (date) (installer) septic system at e �� �r G_-D ?--\�� based on a design drawn by (address) dated R6v o i ob-Znt� (designer) I certify that the septic system referenced above was installed substantially according to the design, which may include minor approved changes such as lateral relocation of the distribution box and/or septic tank. 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 accordance with State & Local Regulations. Plan revision or certified as-built by designer to follow. Strip out (if required) was inspected and the soils were found satisfactory. I certify that the system referenced above was constructed in compliance with the terms of the BA approval letters (if applicable) I ' JvHN G. Inst er s attrr ,5`JJ sCHNA►E3L� ". . No. 1017 A r„ wF (Desig 's Signature) (AiiiR� s g�, ' amp Here) PLEASE RET\FIRN TO BA.RNSTABLE PUBLIC HEALTH DIVISION. CERTIFICATE OF COMPLIA E WILL NOT BE ISSUED UNTIL BOTH THIS FORM AND AS- BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION. THANK YOU. Q:\Septic\Designer Certification Corm Rev 8-14-13.doc i No. Fee V©` THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: �— r Yes PUBLIC HEALTH DIVISION - TOWN OF kRNSTABLE, MASSACHUSETTS application for -Bisposat *psttm CottBtrULtion Permit Application for a Permit to Construct( ) Repair( ) Upgrade( ) Abandon( ) �mplete System ❑Individual Components Location Address or Lot No. I Cd &4 o Owner's Name,Address, d Tel.No. Assessor's Map/Parcel �� ila p� �Iq,�►� Installer's Name,Address,and Tef No. Designer's Name,Address,and Tel.No. GQ C(A.- ry 60Y 7 GLV CofiS ) [a rWts1N �f���tt� � Type of Building: Dwelling No.of Bedrooms J l Lot Size �i (o sq.ft. Garbage Grinder( ) Other Type of Building eelSO4 hk No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.require ) 660 gpd Design flow provided (o ff� gpd Plan Date Number of sheets Revision Date „/lam Title J Size of Septic Tank '/ /� ., Type of S.A.S. q—zVWC1!C ma's ,.s/S'�G/►Co Description of Soil / I rya J� lam .21'- I2' _S�n Nature of Repairs or Alterations(Answer when applicable) // Sep).? Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in I accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of Compliance has been issued by this Board of Healt . Signed Date Application Approved by _ Date Application Disapproved by Date for the following reasons Permit No. 1'—C9 t to Date Issued `� }A r No.!.;o/ Fee ✓�/ }' THE COMMONWEALTH OF MASSACHUSETTS ti, Entered in computer: YesZ'_ PUBLIC HEALTH DIVISION - TOWN%OF ARNSTABLE MASSACHUSETTS ,. tOQ,-_ 01ppliLatlon for -Misposal *pkeltt tonstrurtion Permit Application for a Permit to Construct( ) Repair( ) Upgrade( ) Abandon( ) J:�,eomplete System ❑Individual Components Location Address or`Lot No. Caly,ryr 1. Owner's Name,Address,Id Tel.No. Assessor's Map/Parcel wh& Installer's Name,Address,and Tel No. S t/G1tf®a),' tj Designer's Name,Address,and Tel.No. G. 0 rU 60Y ,- J (�Gy C"quS ) r wtr>% Of)e,5f p�Gs3 Type of Building: Dwelling No.of Bedrooms S ( Lot Size (`Ir U7 sq.ft. Garbage Grinder( ) Other Type of Building e/ .216 A No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) G O gpd Design flow provided gpd Plan Date A I Number of sheets Revision Date ^/!/k Title } Size of Septic Tank (,r 1.41 „Z 'GG„�� IType of S,A . D_ /T X-57 Description of Soil Nature of Repairs or Alterations(Answer when applicable) �� �Cl��►,+�/at �'C/i�D JC(0�l�` Date last inspected: e Agreement: 4 The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in • accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of Compliance has been issued by this Board of Health. Signed Date 4 O/ Application Approved by Date Application Disapproved by Date for the following reasons //�� a Permit No. �' V � ) Date Issued l / --------------------------------------------------------------------------------------------------------------------------------------- THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired( ) Upgraded( ) Abandoned( )by R;16./` L�1� \G� ,hie•4 1 at o) (o .�M-04CAD n l 1 Q� jyi��C has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No.�'�L' // f) dated Z Installer k 9X 111 Designer CG g,4 r�r n Uzi N y #bedrooms Approved design flow gpd The issuance of this permit shall not b construed as a guarantee that the system wR`f funcffo�� ase . Date b Inspector / r D No. Fee / THE COMMONWEALTH OF MASSACHUSETTS ar PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS Disposal *pstem Construction pfmlt Permission is hereby granted to Construct( ) Repair( ) UpgradeL ) Abandon( ) System located at K., ® ��rvi)iC r t and as described in the above Application for Disposal System Construction Permit. The applicant recognized his/her duty to comply with r , Title 5 and the following local provisions or special conditions. Provided:Construction must be comp eted within three years of the date of this' permit. �i , 1 Date— Approved by. r Town of Barnstable P# ff 7 Departmenkof Regulattu y Services eels. Public Ifealth Division Date -3h� G reap �4 200.Mitin Street,Hyannis MA 02601 HAR D t4eiSc e`Hlttdfl45 'rime L'j' .Nee Pit: 0wo. Soil Suitability Assessment for Se{j�{(\��\�\jage Disposal performed By, p ��fak�t{.�A\�\ Witnessed.By:_j� r. LOCATION;&GENERAL`INFORMATIQN Location Address i t}(p GP9k'P l Nl,t3 pti(>&V Owner s Name .�R (Y,��S AFL Address Assessor's.Map/Parcel: ,� '0�� Engineer's:Name Coksrim, �•— (y , NEW_CONSTizucfiON REPAIR L Land Use Slopes(%) 3-Q Smfacc,stones_�� _ Distances from: Open Water,Body. O b.. IT Possible Wct Area(0 D A' R Drinking Water Well l oo-tL rl Drainagc Way 100 ft Property Line .11 Other ft .. SIaTCH:(Street mine,dimensions of lot,exact locations or test,6oles&perc tests,locate wetlands in proximity to holes) f_ t ,k" 11 1, i e,• 1 l l Joeff Ct,858.03 Parent material(geologic), Depth to;Bed rirck Depth to Groundwater'Sianding Wetcr,in.Hole:: Weeping'firom Pit Puce Estimated Seasonal High Groundwater. L d t „ _ ., DETE INATION'FOR ShASONAL,HIGH WATER TABLE Method Used: Depth Observed slanding.inobs,Jtole: in. Depth to soil"mottles: . in. Depth to weeping from side:ofobsAiolc: - in. Groundwatei-Adjustment Index.Well# Reading Date:,' IndcX Wellaevel, 'Adj,laclor Xdj`.Groundwater Level z to .'r ` { _*:rr .. .. PERCOL`ATIOIY<TI ST Dais Observation Holed Tmient9' t Depth of Pero Tune at 6" Start Pre-soak Time @ d 60. Ti file(9"-6") End Pre-soak RnteMinlhtch _47, Site Suitability-Acsessmeni: .Sitc.Passed X. Sitc railed: Additional Testing Nculcd(Y/N) Original: Pubiic iieald{bivision Observation Hole Data To Be Completed on Back----------- *If percolation test is to be conducted within 100'of wetland,you mist first notify.the Barnstable Conservation Division at least one(1)week prior to beginning:. QAS0TTl0MRCFORM.DQC :Dl E1'OBS.1'RV T1QN`11OLL+ LO,G Hole# t Depth Cmnt Soil tlorizou Soil Texture Soil Color .•.Soil Othct. -- Surrace(in.) (USDA) •(Munscll) dtittling (Stt'ucturc;$tUt1eS,Boulders. — E> v ll.L+'EP 013SERVA I'lON MOLL+' LOG hole# Depth 1'ront Soil Horizon Soil'Fo,mu a Soil Color Soil .11 other Surface(ill.) (USDA) (Munscll) Willing (Suvotui'c.Sroncs,.Clouldcis. t DEEP 0BS:CRYAT-ION I�QLL+ .Depthli'on7. Soil Horizon - SoilTcxlutt SoiIcolor Soil C7tbcr ' Surfacc(in.) (tJSDAi) (Mutisbll) Mottling (Structure,Stoner,Boulders, Consistency.%Glavcl DEEI'tOBSERVA,["TON HOLE,LOG Depth fioni Soil Horizon Soil Texture Soil Color Soil Other Surlhee(in.) (tISDA) (Munscll) M1iotiling (Struclurc,Stones,13oidilers. Mood Insurance Rate A4'•tn• Above 500 ywi'ilood I'mudaiy: Within$00 year bount'hiiy Not u Yet_ - Within 100 ycar llood boimdary No Yes_ Depth of Natur:itly Occunrin r Pervious Miteri•l Does at least four feet of naturally ocenrring pery 7 meal.exist in all areas observed throughourtlic area proposed for the"soil absorption sysicm? _ ' If not,what is the depth of naturally occun-irlg pervr its Indt�rial? Cerliflcation Ecertif 'lha f o G Y t (dat ass c he soil evalu tlor exun7u7 7hon approved by the Departtn ', nvir nm [it "''otecti n ai d tha the a vc analysis was pcllormed by me consistent with tlie:requirc. 'ining,expert se an exp ici7 e de 'ribect i 31 t)CMR 15.Q17. } Signature _ f Dale t QA\S C1n-lC.1PERC1'Olt M.DOG Town of Barnstable Regulatory Services Richard V. Scali,Interim Director • RARNsrnera.. • 9� � Public Health Division Thomas McKean,Director 200 Main Street,Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Installer&Designer Certification Form Date: '2S' Sewage Permit# � �/� Assessor's Map\Parcel Designer: �i o m.-T AL 6,1r►�islzla� Installer: , Address: lid uPJV Q V10\-WO Address: rO &x 7,21, 2 CRA �� J On S ��o /:� L_ a �{ _ was issued a permit to install a (date) (installer) septic system at ?�A6 (AM%k&& 940 based on a design drawn by (address) *� %LAJ3k%6be dated 4 • •`� (designer) I certify that the septic system referenced above was installed substantially according to the design, which may include minor approved changes such as lateral relocation of the distribution box and/or septic tank. 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 accordance with State&c Local Regulations. Plan revision or certified as-built by designer to follow. Strip out(if required)was inspected and the soils were found satisfactory. 4zk I certify that the system referenced above was constructed in compliance with the terms of the IAA approval letters(if applicable) ,�`SH OF'�Ass (Installer's Signa a JOHN , SCHNAIftC-: y No. (Des (Af i S p Here) SgN17AR1PN PLEASE URN TO BARNSTABLE PUBLIC HEALT . ION. CERTIFICATE OF COMPLIANCE WILL NOT BE ISSUED UNTIL BOTH THIS FORM AND AS- BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION. THANK YOU. Q:\Septic\Designer Certification Form Rev 8-1413.doc j t Town of Barnstable P# ' Department of Regulatory Services RAWWAS6M Publie" ealth Division Date" MAS. 1639 200 Main Street,Hyannis MA02601 Ott Date clietittt ( I Time (u Fee Pd. 06 Soil Suitability Assessment for Se age Disposal Performed By: 110�la►� �A\�` C Witnessed By: LOCATION & GENERAL INFORMATION Location Address -4416 G(Afi(t %NL..G p 1,0 iQ,Q Owner's Name n Address _. Assessor's Map/Parcel: 1 O`a Engineer's Name 60N,.Vp,%, NEW CONSTRUCTION yC REPAIR X Telephone# 1; Z55 '(o151 L Land Use ��S Slopes(%) S-Q Surface Stones Distances from: Open Water Body 10 0 n Possible Wet Area 10 0 ft Drinking Water Well 100 +ft Drainage Way 0 0 ft Property Line ' ft- Other SKETCH:(Street name,dimensions of lot,exact locations of test,holes&perc tests,locate.wetlands in proximity to holes) y5 C__--___.--_ �151fi> • qq�,�"�� uv n auxn�e ' I i I _ + �. Parent material(geologic) L - (g g ) l.. 0V'. wPX Depth to'Bedrock a� Depth to Groundwater: Standing Water in Hole: Weeping from Pit Face Estimated Seasonal High Groundwater d f DETE INATION FOR SEASONAL HIGH WATER TABLE r; Method Used. 1J Depth Observed standing in obs.hole: in. Depth to soil mottles: in. Depth to weeping fi-om side'of o_bs.hole: in. Groundwater Adjustment. ft. Index Well# Reading Date:° '' Index Well level `Adj.factor - -Adj•.Ground4vatcr-Level- •- ,.apt► PERCOLATION TEST Dater':3 lh Tune;. Observation . 2�s Hole# Time at 9" t� Depth of Perc Time at 6" Start Pre-soak Time @ t7 DO Time(9"-6") End Pre-soak Rate Min./Inch ` Site SuitabilityAssessmenf*.Site Passed Site Failed:,... Additional Testing Needed(Y/N) Original: Public Heald;Division Observation Hole Data To Be Completed on Back----------- ***If percolation test is to be conducted within 100' of wetland,you must first notify the Barnstable Conservation Division at least one(1)week prior to beginning. Q:\SEPTIC\PERCFORM.DOC DEEP OBSERVATION HOLE LOG ",' ; Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency,%Gravel) L b I y SA�b 0 (o L V -Z 2� " I G wns �wrr. �A �J DEEP:OBSERVATION HOLE LOG" Hole:# _ _ Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency,%Gravel) O �L ti •8 A 3 I Kth 8 - 16 �a L a � 3 �1�• b b (^kt �klo i` DEEP,OBSERVATION HOLE LOG Hole# ;' Depth from Soil Horizon" Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistencv %Gravel) i i DEEP OBSERVATION HOLE LOG Hole#` Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistenc %Gravel Flood Insurance Rate Map: Above 500 year flood boundary No_ Yes Within 500 year boundary No Yes Within 100 year flood boundary No\X— Yes Depth of Naturally Occurring Pervious Material Does at least four feet of naturally occurring p erial exist in all areas observed throughout the area proposed for the soil absorption system? ery If not,what is the depth of naturally occurring pervi rus material? Certification Pcertify that on .(dat i asst he soil evaluator examination approved by the Departme of Environm nt otecfi n a d tha the a ve analysis was performed by me consistent with the require fining,expert a an exp ien e de cribed i 310 CMR 15.017. Signature Date b Q:\SEPTIC\PERCFORM.DOC r ' al—NCommonwealth of Massachusetts P Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments A 246 Carriage rd 'T; Property Address William Danforth `oil Owner Owner's Name ------- ---------------- ---- — - 4�9 information is Osterville required for every Ma 02655 8/6/15 _ page. City/Town State Zip Code Date of Inspection - C Inspection results must be submitted on this form. Inspection forms may not be altered in any wayl—Please see completeness checklist at the end of the form. Important:When filling out forms A. General Information on the computer, use only the tab 1 Inspector: key to move your cursor-do not Michael DiBuono use the return key. Name of Inspector_ DiBuono Sewer and Drain rea Company Name 8 Johns path Company Address S Yarmouth MA 02664 City/Town State Zip Code 508-364-9587 _ S113522 'Telephone Number License Number B. Certification I certify that I have personally inspected the sewage disposal system at this address and that the ihformation 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 T _,��� 8/7/15 I srtpector-s 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. k V stcw vs 15ins•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 1 of 17 . r Commonwealth of Massachusetts W Title 5 Official Inspection Fora — Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 246 Carriage rd e Property Address — William Danforth Owner Owner's Name — information is required for every Osterville _ _Ma 02655 8/6/15 page. City/Town State Zip Code Date of Inspection __ B. Certification (cont.) 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: The system contains a 1500 gallon tank as well as a concrete Distribution bo x. ba ffles All tees and b fles are in place. The Distribution box is level and at normal level. The leaching is made up of several leaching chambers and at time of inspection levels appeared to never have been at abnormal levels. B System Conditional) Passes: Y y ❑ 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," p explain. lain. p 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): t5ins•3113 Title 5 Official Inspection Form: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 246 Carriage rd Property Address William Danforth _ Owner Owner's Name information is required for every Osterv'ille _ Ma 02655 8/6/15 _ page. City/Town 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): ❑ 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•3/13 Title 5 Official Inspection Form: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 246 Carriage rd _ Property Address -- William Danforth Owner Owner's Name information is Osterville _ Ma 02655 8/6/15 _ required for every page. City/Town State Zip Code Date of Inspection B. Certification (cont.) 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 an"d"environment: ;.., ..,_.❑_The_system.ha-s a septic tank and,sail'a.bsorption-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 cesspool is less than 6" below invert or available volume is less than 1/2 day flow t5ins•3/13 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 246 Carriage rd Property Address — William Danforth Owner Owner's Name information is required for every Osterville Ma 02655- 8/6/15 page. City/Town 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: ❑ Z --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 j 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 must indicate either"yes" or"no" to each of the following, in addition to the questions in Section D. 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 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 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. t5ins•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 246 Carriage rd Property Address -- -"— William Danforth Owner Owner's Name information is required for every Osterville _ Ma 02655 8/6/15 page.__ City/Town State- -Zip Code Date of Inspection C. Checklist �t 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 intr'oducedto 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.0 is at issue approximation of distance is unacceptable) [310 CMR 15.302(5)] D. System Information Residential Flow Conditions: Number of bedrooms (design): 5 Number of bedrooms (actual)! 4 DESIGN flow based on 310 CMR 15.203 (for example: 110 gpd x# of bedrooms). 550 t51ns•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 6 of 17 i Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 246 Carriage rd _ Property Address William Danforth Owner Owner's Name information is required for every Osterville _ Ma" 02655 _8/6115 page. CitylTown State Zip Code Date of Inspection D. System Information Description: The system contains a 1500 gallon tank as well as a concrete Distribution box. All tees and baffles are in place. The Distribution box is level and at normal level. The leaching is made up of several leaching chambers and at time of inspection levels appeared to never have been at abnormal levels. Number of current residents: 2 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 ears usage d 188 GPD_ 9 ( Y 9 (gP )) Detail: Sump pump? ❑ Yes ® No Last date of occupancy: date . Commercial/Industrial Flow Conditions: Type of Establishment: ---- Design flow(based on 310 CMR 15.203): Gallons 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: 15ins•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 7 of 17 t Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 246 Carriage rd Property Address William Danforth Owner - -------------------- ------ Owner's Name — -- — —__ information is required for every Osterville — Ma _ 02655 8/6/15 page. City/Town _ State Zip Code Date of Inspection D. System Information (cost.) Last date of occupancy/use: Date -- "Other'(describe below): 1..r. t General Information Pumping Records: Source of information: Not given recommended if not within the last 5 years 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/Alternative 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 I/A system by system operator under contract ❑ Tight tank. Attach a copy of the DEP approval. ❑ Other(describe): t5ins•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 8 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 246 Carriage rd Property Address William Danforth Owner Owner's Name -- information is required for every Osterville Ma 02655' 8/6/15 page. City/Town State Zip Code Date of Inspection D. System Information (cont.) Approximate age of all components, date installed (if known) and source of information: 8 years 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.): System is vented throught the roof. Septic Tank (locate on site plan): Depth below grade: 1 ft feet Material of construction: ® concrete ❑ metal ❑ fiberglass ❑ polyethylene ❑ other (explain) 1500 gallon If tank is metal, list age: years Is age confirmed by a Certificate of Compliance? (attach a copy of certificate) ❑ Yes ❑ No Dimensions: 1500 Gallon Sludge depth: 3° 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 246 Carriage rd Property Address — William Danforth - Owner Owner's Name — information is Osterville Ma 02655 8/6/15 required for every page._ _ _.,_ City/Town _ _ State Zip Code- Date of Inspection D. System Information (cont.) Septic Tank (cont.) , - Distance from top of sludge to bottom of outlet tee or baffle 24 --- Scum thickness Distance from top of scum to top of outlet tee or baffle 42 Distance from bottom of scum to bottom of outlet tee or baffle 1" Sludge stick _ How were dimensions determined? Tape Measure Comments (on pumping recommendations, inlet and outlet tee or baffle condition, structural integrity, liquid levels as related to outlet invert, evidence of leakage, etc.): No evidence of Ieaking,Tees and or baffles in place at time of inspection. Grease Trap (locate on site plan): Depth below grade: NA feet Material of construction: ❑ 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 Sewage Disposal System•Page 10 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 246 Carriage rd Property Address William Danforth Owner Owner's Name information is Osterville __ Ma 0_2655 8/6/15 required for every _ _ page. City/Town State Zip Code Date of Inspection D. Sys►tern 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.): Tees are in place and levels are normal. 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: pate ------ -- Comments (condition of alarm and float switches, etc.): Attach copy of current pumping contract (required). Is copy attached? ❑ Yes ❑ No t5ins-3113 Title 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 24 r 6 Carriage e rd sye` 9 Property Address William Danforth Owner Owner's Name information is required for every Osterville Ma 02655 8/6/15 page.--- City/Town- - State Zip Code- Date of Inspection Ili _ D. System Information (cont.) Distribution Box (if present must be opened) (locate on site plan): - Depth of liquid level above outlet invert At hormal•fevel Comments.(note•if box�is level and distribution to 00 efs-egaal;~any evidence of`solids carryover, any evidence of leakage into or out of box, etc.): Distribution Box is level and at normal level with no signs'of carry over or deck. 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: t5ins•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 12 of 17 r Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 246 Carriage rd _ Property Address William Danforth Owner Owner's Name information is required for every Osterville _ Ma 02655 8/6/15 page. CityrTown State Zip Code Date of Inspection D. System Information (Cont.) Type: ❑ leaching-pits number: ,® . leaching chambers- number:' 4 ❑ leaching galleries number: ❑ leaching trenches number, length: ❑ leaching fields number, dimensions: — ❑ overflow cesspool number: ❑ innovative/alternative system Type/name of technology: Comments (note condition of soil, signs of hydraulic failure, level of ponding, damp soil, condition of vegetation, etc.): No signs of carry over and no signs of_hydraulic failure. 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 Dimensions of cesspool Materials of construction - —_ Indication of groundwater inflow ❑ Yes ❑ No !Sins•3113 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 13 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface-Sewage Disposal System Form - Not for Voluntary Assessments 246 Carriage rd Property Address William Danforth Owner Owner's Name --- information is required for every Osterville Ma 02655 8/6/15 page. City/Town State Zip Code Date of Inspection D. System Information (cont.) - "` Comments (note condition of soil, signs of hydraulic failure, level of ponding, condition of vegetation, etc.)-. No signs of pon: ing..os-hydKaudic failure. -- f 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, t5ins•3113 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 a 246 Carriage rd Property Address William Danforth Owner Owner's Name information is Osterville Ma 02655 8/6/15 required for every _ _ _..._ _ page. City/Town State Zip Code Date of Inspection D. System Information (cont.) 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 t5ins•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 15 of 17 ,3 Commonwealth of Massachusetts -_- _ Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 246 Carriage rd Property Address William Danforth _ Owner Owner's Name information is required for every Osterville Ma 02655 8/6/15 page. City/Town State Zip Code Date of Inspection D. System Information (cont.) Site Exam: ® Check Slope _. er Surface�wat :"_ s , .r r:A ❑ Check cellar ❑ Shallow wells 'Estimated depth to high ground water: fe e ett 1 ft ' 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: pate --- ❑ 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: 1 y. .• ��.. , .. .4 * .. _— „+a; r.. , xr++:f...+:+ F .-+river°k s^s,•. . . s , .k �.r�'y. j S You must-describe how you-estabtishreed-the high-ground water elevation: Test hole data on plan dated 11/16/07 indicates NGE at 10' Before filing this Inspection Report, please see Report Completeness Checklist on next page. 15ins•3113 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 16 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form' Subsurface Sewage Disposal System Form_- Not for Voluntary Assessments a 246 Carriage rd Property Address William Danforth Owner Owner's Name - — -- information is required for every Osteryille _ Ma 02655 8/6/T'5 page. City/Town 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 t5ins•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 17 of 17 i Commonwealth of Massachusetts 141P 0 7/ - o/g Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments ./` Ln ,. 246 Carriage r ( Garaged r � -- ---- �q Property Address William Danforth 17141 Owner Owner's Name - ——-- ----- _-- -- E 4 information is required for every Cisterville Ma 02655 8/6/15 7 City/Town -- --- -- — ------ -- - --- --------t=,�;*----. page. Y/Town State Zip Code Date of Inspection I � 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 General Information filling out forms on the computer, use only the tab 1. Inspector: key to move your cursor-do not Michael-DiBu0no _ use the return key. Name of Inspector --- T — — -- —.T _DiBuo_no Sewer and Drain " rab Company Name --- ----- ------ 8 Johns�ath Company Address ar�r� S Yarmouth _ — _ MA ' 02664 City/Town State Zip Code 508-364-9587 SH 3522 Telephone Number License Number n Lni� r-,t •�• '+f \t` :�, Y. Y"1l tf +)f" 'C+^ •• 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 _ � =1 8/7/15 �F6_ ector's 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 - I report to the appropriate'•regional office of the'DEP The original-should be sent16.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. l5ins•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal S stemstem f 17 Y 9 f q Commonwealth of Massachusetts , -- Title 5 Official InspecfioW Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments = 246 Carriage rd— ) fi Garage- Property Address -- William Danforth Owner^ Owner's Name TYT�T;- information is t t,,�\ 85�; r� } i`i4iViJi2�� required Oste.rv.lile — _ Ma- - -02655- -8/6/15, ;,1•�ji;a �;,r� 9 ---- -- p ge. City/Town.;____- __.-_ ,____�. ___. _ State------- -Zip-Code- -- —D:at=of In"spection B. Certification (cont.) 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 CMS 4-5:303 or in 310 CMR 15.304 exist.`3Ari;y failure criteria not evaluated are indicated below. Comments: The system contains a 1500 gallon tank as well as a concrete Distribution box. All tees and baffles are in place. The'Distribution box is level and at normal level. The leaching is made up of several leaching chambers and at time of inspection levels,appeared.to never have been at abnormal levels. B) System Conditionally Passes: ❑ One or more system components as described in the "Con'ditional 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 lsepfic 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 ❑ N'D (Explain below): ' .. . .,. •.1�Jr f a :,1 .-T 1� .; •l., -i +' ..f G(i.tl ..C:if t+s.. ' SC.1," .+ _ t5ins-3113 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 2 of 17 a Commonwealth of Massachusetts Title 5 Official Inspection Fora Subsurface Sewage Disposal System Form Not for Voluntary Assessments 246 Carriage rd ( Garages_— — Property Address -- -- William Danforth Owner ---- --- -- Owner's Name - .- - information is required for every Osterville _ Ma 02655 _8/6/15 _ page. City/Town 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'inspectioh 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): ❑ 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): r ' 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 l5ins•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 3 of 17 t Commonwealth of Massachusetts -_- - Title_ 5 Official 'Inspecti.-on-F-61r.m Subsurface:Sewage Disposal System Form Not for Voluntary Assessments -246-Carria e-rd (-Garage-) Property Address , William Danforth - Owner Owner's Name information is �.��,? c' { �Iilvi�J?C� air+ ti , requiredfor-every -Ostervil'le - Ma- --- 02655-._ --8/6/15 < page. ___-� City/Tdw'n'� _,__ �_ _-___ `.`: State- --.-Zip Code— -,---Date of Inspection B. Certification (cont.) 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: E sThe.system has aseptic tank and soil absorption system (SAS) and the SAS is within I p 100.1eet of d surface water supply or tributary to a surface water supply. �`0 The system has'a septic tank and'SAS an`d'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 isdess than 100 feet but 50 feet or more from a private water supply well". Method used to determine distance: 3. ,. :. ::�i t:L 1�-. _�i� '' :(' ;'Ft,}}"t- 'L •c,�`xi is 4•. ,. ..�(,� ri4W ev.. system,pas,ses,if,the'w;ell; at weranalysis,; performed:'at a DEP certified laboratory, for fecal ,t wo G t,L .F y�..coliform bacteria;iindlcates absent�and thevpresepce,of,,ammonia nitrogen and nitrate nitrogen is equal ,iy =e. fillr Jo lessLthan,5 ppm ,p.rovided,that-no otherfallure criteria,are triggered. A copy of the analysis must. -be attach.edjto this c 3. 'Other:'% .- : :;lE D) System Failure Criteria Applicable to All Systems: You rnds6hdic`ate"Yes" or"No" to each of the following for all inspections: t Yes: No Backup of sewage into;fa"U y or system component due to overloaded or '❑ '""®' ` " clogged!SAS or cesspool r ~ , ;� ' r.n+, = ; �::.,,;r,�., rletu\ Discharge._or ponding;�.of;efflu:ent to the surface of the•grouted or surface waters „4=r ,;;;�; , i,, ;;:. `c .r� �,;,•, ; ;, ; ,i,•;iE;;due to an,overload ed.or�clogg:ed SAS<or.1ce'sspoo1 't:, h-'Static liquid-le el in the distnbut'66,' box above'dUtlet•inveA due to an overloaded ,,;,.or clogged SAS or•cesspo61) f - ❑ ® Liquid depth in cesspool is ress`thaaV` 1below invert or available volume is less than '/2 day flow t5ins•3/13 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 246 Carriage rd ( Garage ) Property Address -- William Danforth OwnerOwner's ------------------------ ----- --------- - Name information is required for every Osteryille M_a 0265_5 8/6/1.5 page. City/Town w ''' 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=1�0,feet of a"Surface water supply or E]-,, ��` ® 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 t laboratory, for fecal coliform,bacteria indicafes absent and the presence. -.`•,of ammonia nitrogen-and nitrate-_n6ogen is equal to or•less than 5 ppm, provided that no other failure criteria etrige . A a gedcopy 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 must indicate either"yes" or"no" to each of the following, in addition to the questions in Section D. 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 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 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. t5ins•3113 Title 5 Official-inspection Form:Subsurface Sewage Disposal System•Page 5 of 17 { r i vC r , �-\ Commonwealth of Massachusetts Title 5 f idalInspeeti®n,-F®'rr'1 Subsurface-Sewa&',Disposal System Form - Not for`Voluntary Assessments , c' 246:Carriage rd (.Garage Property Address r ----- ia-�,�ir�� a fr a It1'J William.Danforth_ .. —__---_ errs L1 a,- 1.1 rt"v Owner Owner's Name ci: I Uir" information Is required for every sterv-ll eaO _ a J � Ma - 02655 8/6/15 a 'soClt� fown tl �s� rt P-9e _y._. ..._ _ __. _ _ State-__._...___Zip-Code—____, _._Date-ofInspection ., C. Checklist _ 'Sli' 1011id 41Sti•dt', t + .e K 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? ® El Were as built plans of-the system obtained and examined?' (If they were not available note as N/A) :a �"" `'"'- Y ` ' ® ❑ Was the facility or dwelling inspeet&d1for's gns of'sewa�ge"back up? vi .j �?c ® ElWas the site inspected for signs of break out? e"' ''riOV'''` �7`-10 Ott• - - - - ® El :W&e all'system;components excluding=tlie'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 'I'r at`the'Board'of`Health. ® ❑ Determined in the field (if any'of,th`e1eiluret6riteria related to"Part C is at issue approximation of distance is unacceptable) [310 CMR 15.302(5)] D. System...lnfolrmation Residential Flow Conditions: 3 ;';ry . ; r :; Studio Number of bedrooms (design): Number of bedrooms (actual): --- DESIGN flow based on 310 CMR 15.203 (for example: 111`O gpdrx#ofbedrooms): 330 cii t5ins•3/13 Title 5 Official Inspection Form: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 246 Carriage rd ( Garage ) Property Address / William Danforth Owner _Owner's Name information is ' • _ required for every Osterville. . __ _ Ma 02655 8/6/15, page. City/Town State Zip Code -Date of Inspection ®. System Information Description: The system contains a 1500 gallon tank as well as a concrete Distribution box. All tees and baffles are in place. The Distribution box is level and at normal level. The leaching is made up of several leaching chambers and at time of inspection levels appeared to never have been at abnormal levels. Number of current residents: 2 — Does residence have a garbage grinder? ❑ Yes ® No Is laundry on a separate sewage system? (Include laundry system inspection ❑ Yes ® No information in this report.) Laundry.system inspected? ® Yes ❑ No Seasonaluse?• ? ® Yes ❑ No -. Water meter.readin s, if available last 2 ears usage .188 GPD 9 _ ( Y 9 (gRd)) , Detail Sump pump ------------ --- ---- ------ --❑ Yes ® No Last date of occupancy: D2te -- - Commercialllndustrial Flow Conditions: Type of Establishment: --- — — -----_�__ Design flow (based on 310 CMR 15.203): Gallons 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•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 7 of 17 Commonwealth of Massachusetts Title 5 Official Inspection- F®rrn Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 'c, "IIEi'tCiU I i>' C)�l III,_.1 ny' 246 Carriage rd ( Garage ) _. y. `i Property Address ---- '"'tJi!It� 1 r sF11P�''�l William Danforth Owner Owner's Name information is 1c -required for every r OstervllJe - - Ma -02655 8/6/15...,:, .pace. -___ City-Ibwn_ ___._____.__ —._. — - State- — Zip Code 1- — Date of Inspection D. System Information (cont.) Last date of occupancy/use: Date — -- Other (describe below): t General Information ` Pumping Records: Source of information: \ Vot„given;reco_rnm:ended if.not•within the last 5years_- �...., ritji±L.:riC•;. . Was system pu'mped'as part of the inspection? ❑ Yes ❑ No " If yes,-volume pumped: gallons - How was quantity pumped determined? - Beason 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/Alternative technology. Attach a copy of the current operation and maintenance contract (to be obtained from system owner).,a.nd.a:;copy of latest ­,- inspection of the I/A system by system operator under contract G i, r 1 ❑ C :•l Ct Tight tank. Attach a copy of the`DEP approval. El Other (describe): 15ins•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 8 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 246 Carriage rd ( Garage __— Property Address William Danforth _ Owner Owner's Name -- ---- ------ -- - -- ----- information is Osteryille _ _Ma _ 02655 8/6/15 required for every _ _ _ page. City/Town State Zip Code Date of Inspection D. System Information (cont.) Approximate age of all components, date installed (if known) and source of.information: 8years Were sewage odors detected when arriving at the site? ❑ Yes ❑ No Rdildirig 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,): System is vented throught the roof. Septic Tank (locate on site plan): Depth below grade: 1 ft feet Material of construction: ® concrete ❑ metal ❑ fiberglass ❑.polyethylene ❑ other (explain) 1500 gallon If tank is'metal, list age: years Is age confirmed by a Certificate of Compliance? (attach a copy of certificate) ❑ Yes ❑ No Dimensions: _1500 Gallon--__-__ _ - J Sludge depth: 3 t5ins•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 9 of 17 .-, Commonwealth of Massachusetts - -- _ Title 5 Official InspectionTbrrn ,M _ y Subsurface Seviwage Disposal System Form - Not for Voluntary Assessment's I `t —p Q^t 246-Carria e rd Gara-e Property Address -- ___ William Danforth_ -, n Owner Owner's Name - information is- OstervilletG '> M 02655-required for every 8/6/1,5 page. State - .. . -_Zip-Code--_ ._Date-oflnsped6n ®. 'System Information (cont.) Septic Tank (cont.) . _ • , Distance from top of sludge to bottom of outlet tee or baffle 24�� Scum thickness 3 Distance from top of scum to top of outlet tee or baffle 42 -------- Distance from bottom of scum to bottom of outlet tee or baffle 1 Sludge stick How were dimensions determined? t Tape Measure Comments (on pumping recommendations, inlet and outlet tee.or baffle condition, structural integrity, y Liquid levels as related to outlet Invert, evidence of leakage, etc.): No evidence of Ieakrnc�Tees and or baffles In place at time.of � { ic3rii(: ._ , _ .. .fir _.i •s{(,;,.f,., r � -- Grease Trap (locate on site plan): - 1. NA_ ' Depth below grade . . —__.-- - feet `tom,rt •.' i . jc;,. �,� r�--; ,'i Material of construction_ ❑ concrete ❑ metal ` e '❑ fibe'rglass ❑ polyethylene ❑ other(explain)- Dimensions- Scum thickness Distance from top of scum to top of outlet tee or baffle — ----------— 3rf l : c f_ ' ` f: ,,,,istance rombottomof scum`to bottomfofoutlet'tiee'or bae Date of last pumping: Date t5ins•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 10 of 17 i Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 246 Carriage rd ( Garage ) Property Address r William Danforth Owner O -- - wner's Nameinformation is Osterville _Ma_ 02655 8/6/15 required for every _ page. City/Town State Zip Code Date of Inspection D. System Information (cont.) ti. . Comments(on pumping recommendations, inlet and outlet tee or baffle condition, structural integrity, liquid levels as related to outlet invert, evidence of leakage, etc.): Tees are in place and levels are normal. 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 pun)ping:y date ---- Comments (condition of alarm and float switches, etc.): i I * Attach copy of current pumping contract (required). Is copy attached? ❑ Yes ❑ No u l5ins•3113 Title S Official Inspection Form,Subsurface Sewage Disposal System•Page 11 of 17 ` +.,� tty �r t. r+ �•, sir . F Commonwealth of Massachusetts f• Title :Official 'Irispecti®n kF6ri Subsurface,Sewage Disposal System-Form'- Nof for'Volunta'ry Assessments ., 246 Carriage rd ( Garage ) {c,r,^,,c_,_•.'., - .3 ' Property Address ------ William Danforth r'li i') !'$�I fi��.{ii1a�•i Owner 'Owner's Name '' •`" ' ` • ` - t�rrlulni information is �,I, f required for every Ostery,i_I12,, .�; r.�8Ra _ Ma g/6/: Sr"�"'�-- v"0\31 u' _p_-_ag_e. ;,!r State Zip Coe Date of In§pect'ion System Information (cont.) ; "i -�`Yx• 'y ,i ,: Distribution Box (if present must be opened) (locate on site plan): Depth of liquid-level above outlet invert At normal level — Comments (note,if box is level and distribution to outlets_equal,-any evidence of solids carryover, any evidence of leakage into 'r out of box, etc.): ' Distribution Box is level and at normal level with no signs of carry over or decay. iL tc _i ibnc.r Ju3 rl:Pump?iC`hainb`er'(1' c ri •'ate"on sif6`$Ia ):' - ;' .ii;)� :; ,:,rig 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 con'ditional 'pass. Soil Absorption System (SAS) (locate on site plan, excavation•not req'Uired)`"�`" If SAS not located, explain why: nicl _ t5ins•3/13 ,,,� . W „!•. , Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 12of 17 Commonwealth of Massachusetts W Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary.Assessments 246 Carriage rd Garage ) Property Address William Danforth Owner --------- - --- ------_...----------------=------==----- "-. Owner's Name --- information is required for every Osterville Ma 02655 8/6/1.5 __ page. Cityrrown State Zip Code Date of Inspection D. System Information (cont.) _ Type: ❑ leaching pits number: ----- ® leaching chambers number: 3- -- ❑ leaching galleries number:" ❑ leaching trenches number, length: -- ----- - ❑ leaching fields number, dimensions: - ❑ overflow cesspool number: - - ❑ innovative/alternative system Type/name of technology.- Comments (note condition of soil, signs of hydraulic failure,,.,level.of.ponding, damp soil, condition of vegetation, etc.): No signs of carry over and nosigns of hydraulic failure. 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.s.olids layer" Depth of scum layer - -- Dimensions of.cesspool.. .. Materials of construction Indication of groundwater inflow ❑ Yes ❑ No 15ins•31113 Title 5.Official Inspection Form:Subsurface Sewage Disposal System•Page 13 of 17 t Commonwealth of Massachusetts Title 5 Off i-vial Inspeeti®n` Form' — — Subsurface-Sewage Disposal System Form - Not for Volurita�ry Assessments r 246 Carriage rd.( Garage.) - Property Address -- William. Danforth_ Owner Owner's Name s �rJ information is I required for-every -0st6rvill6_ '-` — --�`3kiMa - 02655 -- 8/6/15f1 ,,., v+i:) page. f'Gfy/ owrit "' `'O '�'' _ State_ -- --.-.Zip Code— —Date of Inspection D. System Information (cont.) Comments (note condition of soil, signs of hydraulic failure, level of ponding, condition of vegetation, etc.): No signs of ponding or hydraulic failure. ----- -------------------- --- 4 Privy (locate on site plan): t Materials of construction: Dimensions I i Depth of solids 1 , Comments (note condition of soil, signs of hydraulic failure, level of ponding, condition.of vegetation, etc.): i i 1 1 I 1 t5ins•3113' _ .. ' v ``µt+"''�� -''� '-�''` Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 14 of 17 Commonwealth of Massachusetts _ W Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 246 Carriage rd ( Garage ) _ Property Address William Danforth Owner _ Owner's Name._ - r information is Ostervllle Ma _ 02655_ 8/6/15, required for every _ _ page. City/Town State Zip Code Date of Inspection D. System Information (cont.) 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: 4 ❑ hand-sketch in the area below ® drawing attached separately 15ins•3/13 - Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 15 of 17 ' .:fig•. 4 Commonwealth of Massachusetts _ Title 5 Official Inspection Form x Subsurface Sewage"Disposal System Form - Not for Voluntary Assessments a 246 Carriage Property Address a� iN" qrh S Rk��� g.+_' ya. r.a x _ l f .kc.�t !k !V ,�•. fix, 4 3S 4Pat '1'";� ,� � `y ,�r�x�.p,' 4 1. 'x F; •�. �.Wllliam:Danforth •s ^•,�. - 4C'� ; 4 a'sx w . 5 ,1 �'y?rrlc 1f»� F4 ,....♦. `}r.., �•1 y •�—�_ #' 1•! - rr.^•u ti:. ♦'�• �• ak""!' 'l' •`r a+il •Ni r e. �wner,.,$js`1,.:; � �` ,QwnerSlNameAix 5*InformaUonlis` ` OstervilleC^ r. p' N>y!" ' ;re4ulred for�every ,; Ma r 02655 ;8/6/15`' page w s City/Town` State Zip Code Date of Inspection System Information (Cont.) Site Exam: ® Check Slope IZ Surface water ` Check cellar ❑ Shallow wells s ~ Estimated depth to high ground water: 15+ ft t feet Please indicate all.methods used to determine the high ground water elevation Y =t x x £ Y y a ed r✓ a r ;` " "'{1 t M�^ 13 " ' yr h t ElObtai n from system design plans on record 6 .: t t ry ,.. 14 &r 4:1 t 4= .iy y.>s•' f {;ti " '!,•,. •�$+r,? _ , + yr. , �' � A, s. { ,• �') �� -�qy� If'checked, dote of design°plan`reviewed t t a atefe k r -"� � .';n k. ,�1 .. " . r _-.- ^i: a. ,!";•Y „�•t: {a 1.-• y.- '_, �" ray, ❑1 Obn h-ole'wit hi served site (abutting property/observatio n'150`feet ofSAS)' .:k'. . d t 4, r Checked with local Board.of Health - explain. ElChecked with local excavators, installers - (attach documentation) ❑ Accessed USGS database - explain You must.describe how,you established the.high ground'water;,elevation: Test hole data on plan dated 11/16/07 indicates NGE at 10' h , FvkA, • '� t fl'a9/ ih"{ r tr - •r �+. .. F :r4 , ti ,� k� , _ `, r s A �`;1,^+'tt h sy' . » *s+ to �Ir•�,+a f ,. IV (,,LS' .' a r;:t T C• 1 s R r 'p z' •y I+� _ - <k'! ! t •a, r - S r r s !.rg" -�e ♦ .,trM1' x 'Ft� i�...'`? of t v`f `"i e+ _. . ' " } y �.K",`^ a t`4,•xr- I t»•t `•{' ;r P tA.4� c r ` Y iP.Y ry y t; a a.e Before filing this Irispection Report, please•see-Report.Completeness.Cihecklist'on,next page.. ,a , ♦ • t • L . ,.. 15ins•3/13 idle 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 16 of 17 eiE�K LAND COURT 1 � ~ \ Lk € z LA60- PLAN 45334 ; FLOOD O Q--EOX O �i �bf�DY 2, tom: - I Mr ° ° S�SC TANK / - 1 ° E 15MG LEAC3-RNG FACILITY _ L MAP 71 PARCEL 18 AREA = 84;677t SF U PLAN 20 10 0 20 Commonwealth of Massachusetts F Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 246 Carriage rd ( Garaged_ Property Address William Danforth Owner Owner's Name --- --"-- -- information is required for every Osterville Ma 02655 8/6/15 page. City/Town 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 ET-Sketch of Sewage Disposal System either drawn on page 15 or attached in separate file t5ins•3/13 Title 5 Official InspeclionFon:Subsurface Sewage Disposal System•Page 17 of 17 Polhemus Saver DaSilva µ., t. , November 27, 2014 Town of Barnstable Health Department Building Department RE: 246 CARRIAGE ROAD, OSTERVILLE (DETACHED GARAGE) To Whom It May Concern: Please be advised that there are no utilities currently connected at the above address. Therefore, there are no "shut-off' certificates frorn the utility companies enclosed with this'Demolition Permit Application. In addition, a septic system,with manhole access to finished grade, was previously installed at ; this address in anticipation of eventually finishing the.space..No part of this system will be disturbed during demolition of the old, or construction of the new detached garage. If you have any questions or concerns,please do not hesitate to contact me. Thank you. cer Peter Polhemus,AIA CEO 101 DEPOT ROAD•CHATHAM,MA 02633 TEL 508-9454.500•FAX 508-945-9803 WWW.PSDAB.COM No. _ Fee _ THE COMMONWEALTH OF MASSACHUSETTS Entered in comppter: P LIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSE*TS Yes 2pplicatiou for �fgpozar 6potem Con5tructiou Perron �-�I Application or a Permit to Construct(. ) Repair(_. ) Upgrade( Abandon( omplete System ❑Individual Components Location Address or Lot No. r4-" Owner's Name,Address and Tel.N2. Assessor's MapTarcel / Installer's ame,Address,and je.No � De5j�igner's Name,Address and Tel.No. Type of Building: Dwelling No.of Bedrooms 3 'r��)/ Lot Size sq. ft. Garbage Grinder ( ) Other Type of Building 5-&d i o No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.r uired) gpd Design flow provided �� gpd Plan Date 3 lo Number of sheets Revision Date Title Size of Septic Tank Type of S.A.S. 6!- S_e, Description of Soil Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: The undersigned agrees to ensure the construction a aintenance of the afore described on-site sewage disposal system in accordance with the provisio e 5 of the En ro t Code and no to place the system in operation uXe7,,ateof Compliance has been issued by hi andof eaSigned t—/ Date .Application Approved by P � i2� Date Application Disapproved by: Date for the following reasons Permit No. w-7 Date Issued \.h..rh-. No. p? Fee /�U THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: P BLIC HEALTH-DIVISION - TOWN OF,BARNSTABLE, MASSACHUSETTS Yes ZIpplication for �hgpogal .6rac n Comstruction V rmit� Application or a Permit to Construct O Repair O Upgrade(,(.) Abandon O Complete System❑Individual Components 6 Pcation Address or Lot No. aF r aC:9 Owner's Name,Address,and Tel.No. UST Cu 0-7) k-4()IZ I I C Assessor's Map/Parcel // // O Installer's Name,Address,and e.No. D�eyigner's Name,Address and Tel.No. m r r M pq- ` coca 6 err a e le Type of Building: Dwelling No.of Bedrooms �Cbj_11_)Lot Size sq. ft. Garbage Grinder ( ) Other Type of Building _57%d/a No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.r quired) gpd Design flow provided �� U gpd Plan Date Y . /3 Number of sheets Revision Date Title / Size of Septic Tank Lr 66 O Type of S.A.S. -e^ S Description of Soil Nature of Repairs or Alterations(Answer when applicable) Date last inspected: J Agreement: The undersigned agrees to ensure the construction a aintenance of the afore described on-site sewage disposal system in i accordance with the provisions of'`Fi-tte 5 of the En ro nt Code and no to place the system in operation until a er , ate of ICompliance has been issued by hi and of ea v Signed L`�'� Date t 6 Application Approved by lN: �j• Date f Application Disapproved by: Date _'L°'to the,following reasons Permit No. G� 2 Date Issued 17 —————————— -----------'-------- THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS Certificate of Compliance THIS IS TO CE F1;�,that the On-site Sewage Disposal System Constructed ( ) Repaired (�) Upgraded (�) Abandoned( )by �_ C at.2 C & ( tV e- p-G C_ G+f r'P ,; has been constructed in accordance J with the provisions of Title 5 and the for Disposal System Construction Permit o� 2oo -7 S dated 1 Installer , 4 (a dvl Designer . A'-1-'1 (:�'A46e=nJ P '#bedrooms. _ ._I'_T _,_._.. .._ 11Approved design ow 3� :gPd t4= The issuance of this permits al no/be co trued as a guarantee that the system will u;ct'on a es). -ne F/ U Ij/�gp�,9� Date Inspector /// �J�1.1,Pill L No. UG -7—Sra 2 Fee /o u " THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE, MASSACHUSETTS �Bi5pogal 6p.5temc Contruction i3ermit Permission is hereby granted to Construct ( ) Repair O Upgrade ( ) Ab�ndon ( ) System located at �7 &it and as described in the above Application for Disposal System Construction Permit.The applicant recognizes his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided: Construction must be completed within three years of the date oft 'sip it. Date %b/r) Approved OA�TAL NGINEERING MANY, INC. r 260 Cranberry Highway(Rte. 6M, Orleans,MA 02653 www:CoastalEngineeriiigCompany.com Orleans 508-255-6511 Provincetown 508-487-9600 Hyannis 508-778-9600 Fax-508 255-6700 December 18, 2007 Project No.C168 8.00 Mr.Tom McKean,Health Director Barnstable Health Division 200 Main Street AD Hyannis,MA 02601 Re: 246 Carriage Drive(Carriage/Garage Building) Osterville,MA Map 71,Parcel 18 Dear Mr.McKean: On November 30, 2007 Coastal Engineering performed an inspection of the sewage disposal system installation at the referenced property prior to being backfilled. Our inspection found the system to be installed in substantial compliance with the revised May 07, 2007 plan with respect to location and elevations. Please note that, at the time of our inspection, final grading had not yet been completed.The installer must grade properly to have a maximum of three feet of cover over the soil absorption system. If you have any questions,please do not hesitate to contact me directly. Very truly yours, COAT E GIN 1N O., C. John G. Sc aible,R. JGS/dlb Enclosure: As-built plan cc: Laurie Danforth R&H Construction -Installer Polhemus, Savery,DaSilva,Attn: Jon Phillips D:IDOCIC168001168581CorrespondencelLetter-BOH-CarriaeeBuilding 121809.r1oc Providing solutions for the benefit of our clients and comm icnity■ TOWN OF BARNSTABLE LOCATION 2LA(Q K- SEWAGE # 'V .LAGE C,%—"�sVCA-6 C-- ASSESSOR'S MAP & LOT d INSTALLER'S NAME&PHONE NO. SEPTIC TANK CAPACITY \t-Z(--) LEACHING FACILITY: (type) SVO 1A_ C) (size) 22,5,'X /4 X - NO. OF BEDROOMS BUILDER OR OWNER DOWNN—0 AIA PERMITDATE: it- k6-c' 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 ,5ft- U13- b ` �a lv6 TOWN OF BARNSTABLE 5 ;L LOCATION CQLA-ClSci� S,—e SEWAGE # V'-LLAGE OSiA Cf 2&C ASSESSOR'S MAP & LOT INSTALLER'S NAME&PHONE NO. 1'`'� N SEPTIC TANK CAPACITY WSJ 00 �k -2-0 LEACHING FACIL=: (type) 5-003 (size) 42 k Ql )k �. NO.OF BEDROOMS BUILDER OR OWNER ��•� �. r� 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 feet of leaching facility) Feet Furnished by q SSA + �� `� No. 00 Fee THE COMMONWEALTH OF MASSACHU-SE+TS Entered in computer: Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTAB(E, MASSACHUSETTS a.pprication for 30topozat *pgtem Coftitruction Permit a� Applica ion for a Permit to Construct( ) Repair Upgrade( ) Abandon( ) Nriomplete System ❑Individual Components Location Address or Lot No. Z AA C Owner's Name,Address,and Tel.No. Zwvg/e O/M Assessor's Map/Parcel �� G Installer's Name,Address,and Tel.No. 5a�� G� De si ner's Name,Address and �No. f �t�avrs� 'G'6l?6 )eer-tfU G Type of Building: Dwelling No.of Bedrooms �� Lot Size sq.ft. Garbage Grinder ( ) Other Type of Building /j4?Aj9=e_ No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.r quired . gpd Design flow provided 11®0 gpd Plan Date Number of sheets Revision Date _ Title Size of Septic Tank Type of S.A.S. C1671 ? Description of Soil Nature of Repairs or Alter a ions(Answer when applicable) S S t (A.) Date last inspected: Agreement: The undersigned agrees to ensure the construction a d maintenance of the afore described on-site sewage disposal system in accordance with the provisions Title f the Env' on tal Code and not to place the system in operation until a Certificate of Compliance has been issued oard of lea P ` Signed K-141 ` QZJ Date /I Application Approved by c Date Application Disapproved by: Date for the following reasons Permit No. 9007 ' P -1 Date Issued i f— f 6 " d 1F _ r, No. Fee " TCOMMONWEALTH OF MASS ICH'' ETT$ Entered in HEw computer: r.+¢1. 1, ko Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTAB E, MASSACHUSETTS !az ZIppYication for,DizpogaY *p!tem Construction permit 2 �Applica ion for a Permit to Construct O Repair,J Upgrade:( ),._ Abandon( ) Nicomplete System ❑Individual Components Location Address or Lot No. 2 �+ r�G C- Owner's Name,Address,and Tel.No. 4#V2/e Q/;AU{P/f(/, Assessor's Map/Parcel 7/ so s- sS- 7av Installer's Name,Address,and Tel.No. 5,*g -;t Sy- 61 Designer's Name,Address and Tel.No. Rf t�Coru w�S f d�ril !�! -76 I of(rA-YJ Type of Building: Dwelling " No.of Bedrooms S/ Lot Se sq.ft. Garbage Grinder ( ) Other Type of Building X49A,%7e No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(mein.required gpd Design flow provided �!!/D gpd Plan Date / U7 Number of sheets / Revision Date / s Title ' LL -: Size of Septic Tank 6'jj Type of S.A.S. �114W- tl 6-e-/" Description of Soil /--f'Ud �dF !/ Nature of Repairs or Alterations(Answer when applicable) W S 74YQ- AM,OJ Date last inspected: Agreement: The undersigned agrees to ensure the construction a'd maintenance of the afore described on-site sewage disposal system in accordance with the provisions o Title of the Env' on tal Code and not to place the system in operation until a Certificate of Compliance has been issued oard of ealt ` i Signed i lay K. 2 Date It Application Approved by 1:41 Date 16`0Z- Application Disapproved by: Date for the following reasons r � , Permit No. a007 ­5 XI Date Issued THE COMMONWEALTH OF MASSACHUSETTS BARNSTAB'LE, MASSACHUSETTS C' tificate of Compliance THIS IS TO CFyR IFY that the On-site ewage Disposal System Constructed Repaired ( ) Upgraded ( ) ' Abandoned( )by 54 P Ccyl at)q (A f rn-&e Q has been constructed in accordance with the pro sions of Title 5 and the for Disposal System Construction Permit No. .20 d S dated Installer +- t°'oyx Designer ��p •( LN (� 11) T l Q tnJ��_ #bedrooms Approved dees gn flow .1166 gpd The issuance of this permit shall not co strueO gu.rantee that the system wi I function as designed. t Date � Inspector � � No. qlxyo� � 5 1 Fee y v THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE, MASSACHUSETTS li!gpo5al *p5tem Construction Permit Permission is hereby granted to Construct ( ) Repair ( ) Upgrade ( ) Abandon ( ) System located at j CEG (1[�� 6 and as described in the above Application for Disposal System Construction Permit.The applicant recognizes his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided: Construction must be completed within three years of the date of this p nit. Date 16- O-�- Approved by // r OASTAL ' NGINEERING OMPANY, INC. 260 Cranberry Highway(Rte. 6A),Orleans,MA 02653 www.CoastalEngineeringCompany.com Orleans 508-255-6511 Provincetown 508-487-9600 Hyannis 508-778-9600 Fax 508-255-6700 December 18, 2007 Project No. C16858.00 Mr. Tom McKean,Health Director Barnstable Health Division 200 Main Street Hyannis,MA 02601 Re: 246 Carriage Drive(Main House) Osterville,MA Map 71,Parcel 18 Dear Mr.McKean: On December 6,'2007 Coastal Engineering performed an inspection of the sewage disposal system installation at the referenced property prior to being backfilled. Our inspection found the system to be installed in substantial compliance with the revised November 16, 2007 plan with respect to location and elevations with the exception of the septic tank location. Please see the attached as-built for the septic tank location. Please note that, at the time of our inspection, final grading had not yet been completed. The installer must grade properly to have a maximum-of three feet of cover over the soil absorption system. If you have any questions,please do not hesitate to contact me directly. Very truly yours, CO ST EN EE C ., 1V . John G. Sc al S. JGS/dlb Enclosure: As- uilt plan cc: Laurie Danforth R&H Construction-Installer Polhemus, Savery,DaSilva,Attn: Jon Phillips D:IDOCIC168001168581 CorrespondencelLetter-BOH-MainHouse_121807.doc -Providing solutions for the benefit of our clients and community■ i OASTAL NGINEERING OMPANY, INC. 260 Cranberry Highway(Rte. 6A),Orleans,MA 02653 www.CoastalEngineeringCompany.com Orleans 508-255-6511 ■ Provincetown 508-487-9600 Hyannis 508-778-9600 Fax 508-255-6700 December 18, 2007 Project No. C168 8.00 Mr.Tom McKean,Health Director Barnstable Health Division — 200 Main Street o Hyannis,MA 02601 Re: 246 Carriage Drive(Carriage/Garage Building) Osterville,MAAA Map 71,Parcel 18 Dear Mr.McKean: On November 30,2007 Coastal Engineering performed an inspection of the sewage disposal system installation at the referenced property prior to being backfilled. Our inspection found the system to be installed in substantial compliance with the revised May 07, 2007 plan with respect to location and elevations. Please note that, at the time of our inspection, final grading had not yet been completed.The installer must grade properly to have a maximum of three feet of cover over the soil absorption system. If you have any questions,please do not hesitate to contact me directly. Very truly yours, COAT L E G O., C. John G. Sc aible,R. . JGS/dlb Enclosure: As-built plan cc: Laurie Danforth R&H Construction -Installer Polhemus, Savery, DaSilva, Attn: Jon Phillips D:IDOCI C168001168581 CorrespondencelLetter-BOH-CarriigeBuilding_121807.floc ■Providing solutions for the benefit of our clients and community■ I D Town of Barnstable •, P# I Department of Regulatory Services c�� 0� ''r• : PARN9TA8U& public Health Division pate r MA99. P�Fo1 00 Main Street,Hyannis MA 02601 A� • Fee Pd. Date Schedul Time S it Suitability Assessment for Sewage Disposal Witnessed By: ►`"�'� �� �`� Performed By: .(C-.4 Tab. , Q Owner's Namr' �111 ocation ddress �� (!aa A 1 �46`gq\b 1010 .RAJ Address ' Assessor's Map/Parcel: Engineer s Name NEW CONSTRUCTION REPAIR Telephone# Land Use \R �s�b�� �'� Slopes(%) 0 -3 ppMM Surface Stones% 6 0 ft Possible Wet Area f ft Drinking Water Well a 8 Distances from: Open Water Body VUyy j o b T ft Other ft Drainage Way ft Property Line — SKETCH:(street name,dimensions of lot,exact locations of test holes&pert tests,locate wetlands in proximity to holes) ------------- Qy � ) N IN NO � `� l Depth to Bedrock Parent material(geologic) ® Weeping from Pit Face & Depth to Groundwater: Standing Water in Hole: Estimated Seasonal High Groundwater g.7 "� ki'`p 'dlXj!�uh 'pb �3 :h ' ��:'++�,111 ,t n,rv1,Iys 1 .fi r pill Method Used: in. Depth to soil mottles: in -- Depth Observed standing in obs.hole: in. Groundwater Adjustment Depth to weeping from side of obs.hole: factor Adj.Groundwater Level_ I Index Welt# Reading Date: Index Well level Adj. � m � t�vijFl�Im�!i;� HIM vl' _M ' - (.Kl' I aei 6 �Ftl a��� '��.:1 !'W ,� a vn , -..._.. ..... Observation _ _.._ .,.... _. Time at 9" O = Hole# r' Time at 6" _ Depth ofPere llLJd--- 7, r1 �,a'� Time(9"-6'1 — Start Pre-soak Time Q I - ' End Pre-soak a` Rate MinAnch Site Failed: Additional Testing Needed(Y" Site Suitability Assessment: Site Passed Original: Public Health Division Observation Hole Data To Be Completed on Back--------- .. ,:::: r I ::, r..�. ..,x.,Ni"��i'eU"1t4�1`•�•�fi�,ii:,I�.=�.���GP', :•I'�!..Ui!g�a,�....:•,!;,�'I'a�i'rl-;�:h"e.. .,�! ..':1. �, .. l..�:s.k. ?;'�>'�' •.'Af .wk�i.;Igglc,��l`',.�'. � ...k:r�'i*:i',n;•��:fil.�.i'•:aFli I�p�{I°!taa��i�2'��!�6��lip.I��!'g1g�� !��}�I , �S_ ,�_� i � •�� � � ���? � rd, �..,��, !F ,({J;�•^. !�};:�r..by �aa,,.: '�1,51�IIN!! fli Depth from Soil Horizon Soil Texture Soil Color Soil _. Other Surface(in.) (USDA) (Munsell) Mottling Structure,Stones,Boulders. Consistenc %Gravel) a a' • Ir' }? _ :d �R,I�' A! ! 'marl''a4 J1i!I !•;° .�a,' C,5�u�;:� � t�6 �:. ,• � Soil Other Depth from Soil Horizon Soil Texture Soil Color Surface(in.) (USDA) (Munsell) Mottling Structure,Stones,Boulders. Consisten %Gravel 6 A WA 5-1. . van � p ti0 q';tfi�.:�,1,d.tti{r�ir)�l::::„ry�f�.,�."j�;}i�:�6I'Y�:r�ef:.a'!17 i*pP':l pN5l��'fln,'h4�h4%a''r�I�°��'�'�i'.,t.F I�.ri ,_._':.�Vj @ r,�. ..I.Fx ax4!vl vn-• n.n�:I.::m9lr.�.n1.:''e"�iIa'�.:.n'4a nl?.,I uI1.. +�i,'i-y� °f''Ix '1':�d'L I fi��.�"�§'4ia�aM u'•qJ:�r'��s �i�?� N uLl-Ili:_,e9 dS 0. t dal6H Depth from Soil Horizon Soil Texture Soil Color SOII Other ip Surface(in.) (USDA) (Munsell) Mottling Structure,Stones,Boulders. Consistency,%Gravel ! r ;, r! I I '^^M `•}:•, -,I.4: •�� �'!'' :6,�! _ �.��;,..��1'I'r"ilih!?,!�' �a� ltlryl�!161!:�'1! i�41 ! rxt .� dmtT a taut ! . J�l1Pa,li1?ar' W11 p?! .01 .. a w ate. r•Depth from Soil Horizon Soil Texture Soil Other Soil Color Surface(in.) (USDA) (Munsell) Mottling Structure,Stones,Boulders. Consistency,%Gravel Flood Insurance Rate Map: Above 500 year flood boundary No_ Yes Within Soo year boundary No Yes Within 100 year flood boundary No Yes Depth of Naturally Occurring Pervious Material. Does at least four feet of naturally occurring pervious material exist in all areas, area throughout the, urea proposed for the soil absorption system? If not,what is.the depth of naturally occurring pervious material? Certification A I certify that on 1 V (date)I have passed the soil evaluator examination approved by the Department of Environmental Prote ' n that the above analysis was performed by me consistent with the required training,ex rtise d x e e described in 310 CMR 15.017. . Signature Date I i Town of Barnstable P# �7 oF� M � Department of Regulatory Services ,ABNBTABI.& : Public Health Division Date, �>;� KARS. t63q `6� 200 Main Street,Hyannis MA 02601 �plEG MA<�Date Scheduled 5 1710-7 . Time 0 Fee Pd. Soil Suitability.Assessment for Sewage Disposal ,/� Performed By: vOV1a � �P���� Witnessed By: ���P \' \\bma' 1 LOCATION & GENERAL INFORMATION Location Address ZH(V G Rr r q�2 20 c�d Owner's Name ' A. �L►rt�o f t y) o S 7•C a j',lie Address /t/o &o,,*duialy AJ Y N y 1 C14prewed c tr n�E2P/13�5 Assessor's Map/Parcel: O -1//O 1 Engineer's Name NEW CONSTRUCTION REPAIR Telephone# S-off qZ,T do z Land Use YG O�� `�`�l, Slopes(%) 0 Surface Stones Distances from: Open Water Body T ft Possible Wet Areaft Drinking Water Well l�b ft Drainage Way 6 S� ft Property Line =)6 ft Other ft SKETCH:(Street name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands to proximity to holes) CA f - - _ — - — 6hlre Depth to Bedrock Parent material(geologic) P � � �tvl�Cj . �:. Depth to Groundwater. Standing Water in Hole: Weeping from Pit Face Estimated Seasonal High Groundwater DETERMINATION FOR SEASONAL HIGH WATER TABLES F`J,j , =� . Method Used: Depth Observed standing in obs.hole: in, Depth to soil mottlas:_ ►n Depth to weeping from side of obs.hole: in, Groundwater Adjustment fF• Index Well# Reading Date: Index Well level —,,,.,,,,�._a Adi•factor_ Adj.(Iroundwater bevel.•`, j, PERCOLATION TEST Date GTim` b I GO Observation Hole# Time at 9" Depth of Perc Time at 6" Start Pre-soak Time @ ° a3 -- - 'Time(9"-6") End Pre-soak .' 1 �`�1� f Lsa4• r. ' • " +. .x t "'f Rate Min./Inch , T ?*+ YSite Suitability Assessment yStte Passed m Site Failed: Additional Testing Needed(Y/N) Ni i.7aF;.: b:: Original: Public Health Division Observation Hole Data To Be Completed on Back----------- ***If percolation testis to be conducted within 100' of wetland,-YOU must first notify the. Barnstable Conservation Division at least one(1)week prior to beginning. Q:\S EPTIC\PERCFORM.DOC DEEP.OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consisten % ravel n o°�`c' t.-41 DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. C sisten %Gravel) 0 -1 47 01 ,�YVV DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(im) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Cnitec Gravel) DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones',Boulders. Consistency. Flood Insurance Rate Man: Above 500 year flood boundary No— Yes Within 500 year boundary No Yes Within 100 year flood boundary No, Yes Depth'of Naturally Occurring Pervious Material Does at least four feet of naturally occurring pe vi, us material exist in all areas observed throughout the area proposed for the soil absorption system? If not,what is the depth of naturally occurring pervious material? Cei•tication nQ_i� I certifythat on J��rC� ` (da )I have passed the soil evaluator examination approved by the Department of Environmental Prot on and th4Me above analysis was performed by me consistent with . the required expe 'se and a rienceVibed in 310 CMR 15.017. Signature 0Date a ,Uj..� to oc� Ln Q:MPTICVE 'FARM DDO X Ck— CCfl Cn cc y + Town of Barnstable - GF fHE Tp� Regulatory Services BnxNsrABLE, Thomas F. Geiler,Director 9A MASS. Public Health Division TFD Mp'�.a Thomas McKean,Director 200 Main Street, Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Apri130, 2007 Ms Betty Danforth 246 Carriage Road Osterville,MA 02655 ORDER TO COMPLY WITH STATE ENVIRONMENTAL CODE, TITLE 5 The septic system owned by you located at 246 Carriage Rd, (Garage),.Osterville,MA was last inspected March 30th,2007,by Robert Paolini, a certified septic inspector for the State of Massachusetts. The inspection of your septic system showed that your system"Failed"under the guidelines of 1995 TITLE 5 (310 CMR 15.00) due to the following: A single cesspool is an automatic failure in the Town of Barnstable.. You have 2 years from the date of the system failure to bring the system into compliance. If there are any questions about this reminder,please feel free to contact the Barnstable Health Department. BARNSTABLE HEALTH DEP TMENIT T om cKean, .S., C.H.O. Agent of the Board of Health Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments ;M 246 Carriage Rd. (Garage) Property Address Betty Danforth Owner Owner's Name information is required for Osterville Ma. 02655 3/30/2007 every page. City/Town State Zip Code Date of Inspection Inspection results must be submitted on this form. Inspection forms may not be altered in any way. ,, Important: A. General Information �i When filling out forms on the computer,use 1. Inspector: only the tab key to move your Robert aolini 5 cursor-do not Name of Inspector use the return - _ key. Capewide Enterprises,LLC. Company Name rab P.O.Box 763 Company Address ;' Centerville Ma. 02632=_ ; City/Town State Zip Code- cc 6� (508)428-4028 c` = 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 c� 3/30/2007 Inspector's 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. 246 Carriage rd(garage)•08/06 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 1 of 2 I ge _Commonwealth.of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments ,M 246 Carriage Rd. (Garage) Property Address Betty Danforth Owner Owner's Name information is required for Osterville Ma. 02655 3/30/2007 every page. City/Town State Zip Code Date of Inspection B. Certification (cont.) 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: Single cesspool is an automatic failure in the town of Barnstable. B) System Conditionally Passes: ❑ One or more system components as described in the"Conditional Pass" section need to be replaced or repaired. The system, upon completion of the replacement or repair, as approved by the Board of Health,will pass. Answer yes, no or not determined (Y, N, ND) in the ❑for the following statements. If"not determined," please explain. ❑ The septic tank is metal and over 20 years old"or the septic tank(whether metal or not) is structurally unsound, exhibits substantial infiltration or exfiltration or tank failure is imminent. System will pass inspection if the existing tank is replaced with a complying septic tank as approved by the Board of Health. *A metal septic tank will pass inspection if it is structurally sound, not leaking and if a Certificate of Compliance indicating that the tank is less than 20 years old is available. ND Explain: ❑ 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 246 Carriage rd(garage)•08/06 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 2 of 2 I • Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 246 Carriage Rd. (Garage) Property Address Betty Danforth Owner Owner's Name information is required for Osterville Ma. 02655 3/30/2007 every page. City/Town State Zip Code Date of Inspection B. Certification (cont.) - B) System Conditionally Passes (cont.): ❑ distribution box is leveled or replaced ND Explain: ❑ The system required pumping more than 4 times a year due to broken or obstructed_ pipe(s). The system will pass inspection if(with approval of the Board of Health): ❑ broken pipe(s)are replaced ❑ obstruction is removed ND Explain: 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 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. 246 Carriage rd(garage)-08/06 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 3 of 3 Commonwealth of Massachusetts Title 5 Official Inspection Form _ Subsurface Sewage Disposal System Form - Not for Voluntary Assessments °M 246 Carriage Rd. (Garage) Property Address Betty Danforth Owner Owner's Name information is required for Osterville Ma. 02655 3/30/2007 every page. City[Town State Zip Code Date of Inspection B. Certification (cont.) C) Further Evaluation is Required by the Board of Health (cont.): ❑ The system has a septic tank and SAS and the SAS is less than 100 feet but 50 feet or more from a private water supply well**. Method used to determine distance: **This system passes if the well water analysis, performed at a DEP certified laboratory,for coliform bacteria 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 El ® Discharge or ponding of effluent to the surface of the ground or surface waters due to an overloaded or clogged SAS or cesspool El ® 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 Y2 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. 246 Carriage rd(garage)•08/06 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 4 of 4 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments wM °` 246 Carriage Rd..(Garage) Property Address Betty Danforth Owner Owner's Name information is required for Osterville Ma. 02655 3/30/2007 every page. City/Town _ State Zip Code Date of Inspection B. Certification (cont.) D) System Failure Criteria Applicable to All Systems (cont.): Yes No ❑ ® 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 must indicate either"yes"or"no"to each of the following, in addition to the questions in Section D. 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 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 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. 246 Carriage rd(garage)•08/06 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 5 of 5 Commonwealth of Massachusetts Title 5 Official Inspection- Form _ Subsurface Sewage Disposal System Form - Not for Voluntary Assessments °M 246 Carriage Rd. (Garage) Property Address Betty Danforth Owner Owner's Name information is required for Osterville Ma. 02655 3/30/2007 every page. City/Town State Zip Code Date of Inspection C. Checklist 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? ❑ ® 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)] 246 Carriage rd(garage)•08/06 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 6 of 6 Commonwealth of Massachusetts w Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments °M 246 Carriage Rd. (Garage) Property Address Betty Danforth Owner Owner's Name information is required for Osterville Ma. 02655 3/30/2007 every page, City[Town State Zip Code Date of Inspection D. System Information Residential Flow Conditions: Number of bedrooms (design): 2 Number of bedrooms (actual): 1 DESIGN flow based on,310 CMR 15.203 (for example: 110 gpd x#of bedrooms): 220 Number of current residents: 0 Does residence have a garbage grinder? ❑ Yes ® No Is laundry on a separate sewage system? [if yes separate inspection required] ❑ Yes ® No Laundry system inspected? ® Yes ❑ No Seasonaluse? ® Yes ❑ No Water meter readings, if available last 2 ears usage d 2005:0 g ( y g (gpd)): 2006:30,000 Sump pump? ❑ Yes ®' No Last date of occupancy: unknown Date Commercial/Industrial Flow Conditions: Type of Establishment: Design flow(based on 310 CMR 15.203): Gallons 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: Last date of occupancy/use: Date Other(describe): 246 Carriage rd(garage)•08/06 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 7 of 7 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments M 246 Carriage Rd. (Garage) Property Address Betty Danforth Owner Owner's Name information is required for Osterville Ma. 02655 3/30/2007 every page. City/Town State Zip Code Date of Inspection D. System Information (cont.) General Information Pumping Records: Source of information: J.P.Macomber 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/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 ® No 246 Carriage rd(garage)-08/06 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 8 of 8 f Commonwealth of Massachusetts W Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 246 Carriage Rd. (Garage) Property Address Betty Danforth Owner Owner's Name information is Osterville Ma. 02655 3/30/2007 required for every page. City/Town State Zip Code Date of Inspection D. System Information (cont.) Building Sewer(locate on site plan): 1' Depth below grade: 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.): Joints appear tight.No evidence of Ieaksge.System vented through house vents. Septic Tank (locate on site plan): Depth below grade: feet Material of construction: ❑ concrete ❑ metal ❑fiberglass ❑ polyethylene ❑ other(explain) If tank is metal, list age: years 1 Is age confirmed by a Certificate of Compliance? (attach a copy of certificate) ❑ Yes ❑ No ------------------------------------------------------------------------------------------------------------------. Dimensions: Sludge depth: Distance from top of sludge to bottom of outlet tee or baffle 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 How were dimensions determined? 246 Carriage rd(garage)•08/06 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Pace 9 of 9 I Commonwealth of Massachusetts W Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments ,M 246 Carriage Rd. (Garage) Property Address Betty Danforth Owner Owner's Name information is required for Osterville Ma. 02655 3/30/2007 every page. City/Town 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.): Pump cesspool yearly. Grease Trap (locate on site plan): Depth below grade: feet Material of construction: ❑ 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 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): 246 Carriage rd(garage)-08/06 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 10 of 10 Commonwealth of Massachusetts W Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments ,M 246 Carriage Rd. (Garage) Property Address Betty Danforth Owner Owner's Name information is required for Osterville Ma. 02655 3/30/2007 every page. City/Town State Zip Code Date of Inspection D. System Information (cont.) Tight or Holding Tank(cont.) Dimensions: Capacity: gallons Design Flow: gallons per day Alarm present: ❑ Yes ❑ No Alarm level: Alarm in working order: ❑ Yes ❑ No Date of last pumping: pate Comments (condition of alarm and float switches, etc.): *Attach copy of current pumping contract(required). Is copy attached? ❑ Yes ❑ No Distribution Box(if present must be opened) (locate on site plan): Depth of liquid level above outlet invert Comments (note if box is level and distribution to outlets equal, any evidence of solids carryover, any evidence of leakage into or out of box, etc.): Pump Chamber(locate on site plan): Pumps in working order: ❑ Yes ❑ No Alarms in working order: ❑ Yes ❑ No 246 Carriage rd(garage)-08/06 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 11 of 11 I Commonwealth of Massachusetts W Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 246 Carriage Rd. (Garage) Property Address Betty Danforth Owner Owner's Name information is required for Osterville Ma. 02655 3/30/2007 every page. City/Town State Zip Code Date of Inspection D. System Information (cont.) Comments (note condition of pump chamber, condition of pumps and appurtenances, etc.): Soil Absorption System (SAS) (locate on site plan, excavation not required): If SAS not located, explain why: Type: ❑ leaching pits number: ❑ leaching chambers number: ❑ leaching galleries number: ❑ leaching trenches number, length: ❑ leaching fields number, dimensions: ❑ overflow cesspool number: ❑ innovative/alternative system ' Type/name of technology: Comments (note condition of soil, signs of hydraulic failure, level of ponding, damp soil, condition of vegetation, etc.): 246 Carriage rd(garage)•08/06 Tide 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 12 of 12 Commonwealth of Massachusetts W Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments �M 246 Carriage Rd. (Garage) Property Address Betty Danforth Owner Owner's Name information is required for Osterville Ma. 02655 3/30/2007 every page. City/Town State Zip Code Date of Inspection D. System Information (cont.) Cesspools(cesspool must be pumped as part of inspection) (locate on site plan): Number and configuration Depth—top of liquid to inlet invert 'dry Depth of solids layer none Depth of scum layer none Dimensions of cesspool 6'x8' Materials of construction Concrete Block Indication of groundwater inflow ❑ Yes ® No Comments (note condition of soil, signs of hydraulic failure, level of ponding, condition of vegetation, etc.): Sandy soil.No signs of hydraulic failure. 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.): 246 Carriage rd(garage)•08/06 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 13 of 13 l Commonwealth of Massachusetts W Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments y (Garage) Rd.Carriage 246 e 5•` 9 � 9 Property Address Betty Danforth Owner Owner's Name information is required for Osterville Ma. 02655 3/30/2007 every page. City/Town State Zip Code Date of Inspection D. System Information (cont.) Sketch Of Sewage Disposal System: Provide a sketch of the sewage disposal system including ties to at least two permanent reference landmarks or benchmarks. Locate all wells within 100 feet. Locate where public water supply enters the building. � 19 , i d� 246 Carriage rd(garage)•08/06 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 14 of 14 Commonwealth of Massachusetts W Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments ^M 246 Carriage Rd. (Garage) Property Address Betty Danforth Owner Owner's Name information is required for Osterville Ma. 02655 3/30/2007 every page. City/Town State Zip Code Date of Inspection D. System Information (cont.) Site Exam: ® Check Slope ® Surface water Check cellar ❑ Shallow wells Estimated depth to 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: Used:Gaherty& Miller model 12/16/94 ground water elevations.Used:USGS well data June 1992.Used:Technical Bulletin 92-000-01 plate#2 annual ranges of ground water elevations. 246 Carriage rd(garage)•08/06 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 15 of 15 O O a LL w w U U . I) O CRAWL uj SPACE A O -o — — — — — E 0 UP OIL FURNACE CRAWL T/\ 4 a I SPACE I . SLAB ON t]' L E BASEMENT GRADE Q M — .— 0— — — — — — — — — ..�.. O'T tD E REMOVE EXISTING STAIR UP :. C p O u OILTANK `� •} R U CD U 00 CD In OIL TANK 'V. 00 � (D [, a Ln ? x QJ U 0 O N- O p O DD00 d, a o In ? d PROJECT NORTH REVISIONS I" � NG BASEMENT PLAN 2- 3- 5- 6- E CHECKED h NOTICE OF COPYRIGHT TGS DRAWING 6 THE PROPFMY OFTff ARO4IECi MAS BEEN PRISARED SFEC RP UY FOR TIE OWNER MR TUS PROJECTATTUS SIZE AND M NOTTJ BE USED MR ANY Of HER PURPOSE,LOCATION,OR 2 REMOVE EAS LNG WINDOW UNITS AS INDICATED ON BANS,TO BARE ROUGH OPENINGS, o CN=v�mHCUr WRITTEN CONSENF OFT 3.REMOVE WALLS AS INDICATED ON PLANS.REMOVE EXTERIOR WALL DRYWALLAT1BBI q 9M FLOORS Q 2MO PNmmi Rl Dim 4.REMOVE DOORSIFRAMESi310E11GHfBAS INDICATED ON PLANS AND SAVE FOR RE-USE TITLE: B.REMOVE ORMOV NGBNLT.EANY LIGHT FIXTURES,SWITCHES OUTLETS&W PHONE JACKS THATARE IN CONFLICT - EXISTING WITHNEWWALLSBEI SAVEALLUGHTSFIMRES B.ALL EXISTING WORK DESIGNATED FOR REMOVAL INCLUDING BUT NOT LIMITED TO,WALLA FLOORS, LEGEND - AND DEMO AT CEILING MECHANICAL EQUIPMENT,ETC.SHALL BE DISPOSED OF BYTHE CONTRACTOR REMOVE'SHALL MEAN COMPLETELYAND ENTIRELY FROM THE BUILDING EXCEPTAS NOTED FOR RELOCATION OR PROTECTION EASING WALL TO REMAIN - BASEMENT DURING DEMOLITION PHASE.REMOVED ITEMS SHALL BE RECYCLED WHENEVER POSSIBLE 7.THE CONTRACTOR SHALL BE RESPONSIBLE FORTERMINATING PLUMBING AND ELECTRICALWORK WHERE C-———_—_—=C EXISTING WALLS,WINDOW$DOORS,AND ITEMS ARE REMOVED,BY DEAD-ENDING PIPING AND WIRES IN SAFE,CODE CONFORMING AND PERMANENT MANNER RELATED CONSTRUCTION TO BE REMOVED IL TEMPORARY PROTECTION:DURING ANY REQUIRED DEMOLITION OF DESIGNATED AREAS,CONTRACTORS REMOVE EXSTING HOT WATER BASEBOARD HEAT, SHALL PROVIDE ADEQUATE TEMPORARY PROTECTION AND SHALL SECURE ADJACENT AREAS FROM DUST, TYPICAL THROUGHOUT CONTRACT AREAS. DEBRIS,AND WEATHER B.TEMPORARY SUPPORT:PRIORTO ANY REQUIRED DEMOLITION OF DESIGNATED BEARING WALLS,COLUMNS, HEADERS,BEAMS,OR OTHER STRUCTURAL SUPPORTS,PROVIDEADEQUATETEAIPORARY SUPPORT FOR File No. PS-eAsting.dWg CONSTRUCTION ABOVE DESIGNATED TO REMAIN. 10.PATCH eTd REPAIR ALL FLOORS,WALLS,CEILINGS ETC.SHALL BE PATCHED AND REPAIRED INAWORI0.WNUKE Date MARCH 9,2007 MANNQNTO MATCH THE SURROUNDING SURFACE AREAS WHERE THERE IS DAMAGE BECAUSE OF REMOVAL, Sheet No P EX- 1 . 0 PERMIT 23 MAR 07 p ILLa v � w x C) O L �c REMOVE B(TERIOR DOORS AND WINDOWS AS INDICATED y as a I I I I I I I I pl r� n F== 1 � I I I I I I I I I •� � j o SCREENED i i i !IALLS; Doi o� � --_--_--__— c PORCH2 REMOVE E)DSnNG - / 1 I �l � Fu EXTEMORWALLTo E(TEND SCREEN PORCH DINING ROOM I I I I I LIVING ROOM 1 _ p o II II II II I REMOVE EXISTING I RUTLERSSST I ST AIR R I Pp I I I J I � � � UP L o. I Idf111 / Ilpl❑ BUTLER'S yJi_I / �� i THREE SEASON N v00 PANTRY _� ----- �— I I ROOM UP /' /' - 0 REMOVEFJDSTING� ,// I - :.U,,_. � oOO`�� W PANTRY --_ _____— ______ y Itl KITCHEN _ uP .. REMOVE , CEOS LNG r—L _ lip/\ I i ..1++ . O CDNRCHEN AroaPPwwces — SCREENED r \ 111 U PORCH 1 I Li—r FOYER DrnD — ——— STUDY h••��i ¢ L SAVE WOOD PANELING __—— CL . FOR REUSE PROTECT L 1 j REMAINING. REMOVE TRIM ATCO1_ III �/l\>--J I i BATH 1 III REVISIONS — _ Egg— 2- 3- REMOVE e WINDOWS WSASIIIORDIC DOORS AND L — I a WNDOW9 AS INDICATED —____— — 6- c lE By VAGE EMST. 7- STONEJ W D cHEc�eY ATIANDING NOTICE OF COPYRtGHT T DRAWINGLSTHEPROPERTYOFTHEARCHRECT ////// HAS MNPREPARED BPECIFICALLYFORTHEOWNER PROJECT[ . FORTH6PR=] TTHLSSIIEAN0 NOTTOBE NORTH \` O-ERRw OUT WERRcnFH CONSEW OF THEE ARCHME ��EXISTING FIRST FLOOR PLAN 02DDB Pam Swmy ousft 1 SCALE:1/4'=1'-0' TITLE: EXISTING AND DEMO AT FIRST FLOOR LEGEND PLAN O EMSRNG WALLTO REMAIN MONS WALLS,WINDOWS,DOORS,AND RELATED CONSTRUCTION TO BE REMOVED REMOVE EXISTING HOT WATER BASEBOARD HEAT, File No. PS-PxiSting.dwg TYPICAL THROUGHOUT CONTRACT AREAS. - Date MARCH 19,2007 Sheet No PERMIT 23 MAR 07 O O a Lu Cw7 w U Lu p O REMOVE E.ST.SHED ROOF - RETAIN EXISTING PLUMBING � /� 0 MATERIALS end RAFTERS FDCNRES AT MASTER BATH REMOVE EXTERIOR DOORS AND - A N O FOR FUTURE USE(NB TO REMAIN) WINDOWS AS INDICATED ctuo II � MASTER -- BATHROOM - REMOVE EXISTING DRYWALL ____—_______ (� Q m AT EXTERIOR WALLS = E II MASTER CYT I L CM mo I r--- ------- BEDROOM II :, N o lull BEDROOM 3 i _ ! ————— ————————— _= REMOVE E7GSTING RAILING in a I II � a LINEN W.I.C. II n FIORPEHILrS_ Io 3 t 1LI�I; 1 I I I '-' REMOVE EXISTING I( D 11 I'_ I�——_—�I I I � U o PWMBING FIXTURES L—J BATH 31 III II I I II ..�'(�..:� I I �----� DO II II r-----I I I \\ PORCH T 1I I�I—� -- UP y/ — II {� Two rn REMOVE EXISTING PROTECT EXISTING DOOR - _�•.., p STAIR DOWN FOR REUSE,THIS LOCATIO - II W a.-L In . O y ! \ 4 N x° p l II Q II wl CD BEDROOM 3 ————— BEDROOM 2 V CD In l� II a d Lr, 9 of BEDROOM 3 on BA REVISIONS _- a a a a 3 REMOVE EXTERIOR DOORS AND 2Rd FLOOR NOTES: - RETAIN EXISTING PLUMBING s- DRAwry eY WRIDOWSAS INDICATED 1.ALL REMOVED INTERIOR DOORS SHALL BE SAVED FDOURESAT BATH#2 FOR FUTURE USE 6- JWD cHrc�n e AND PROTECTED FOR POSSIBLE RE-USE 7- NOTICE OF COPYRIGHT THIS DRAWING 15 THE PROPERLY OFIiR:ARCHITECT //////////JJ NASe PREPAREDSPECIPLTORtOWNER t PROJECT[ FOR THIS PROLECT ATTHLS SITEITEA AND IS NO0T TO BE NORTH `\\ - USED MR ANY OTHER PURPOSE,LOCATION,OR OWNER WTMOVT WRITTEN CONSENTOFTHE ARCHITECT EXISTING SECOND FLOOR PLAN Q1A0°"°lh`"��r D� SCALE:114'=T-0' TITLE: EXISTING LEGEND AND DEMO AT o EXISTINGWALLTOREMAIN 2 REMC� SECOND FLOOR 3.REMOY EXISTING WALLS,WINDOWS,DOORS,AND PLAN RELATED CONSTRuCNON TO BE REMOVED 4.REMO% REMOVE DOSTINGHOTWATER BASEBOARD HEAT, &REMOY TYPICALTHROUGHOUTCONTRACTARFAS. WITH S.ALL DC CELINC MEAN File No. PS-exisbng.dwg DURING Date MARCH 9,2007 Sheet No EX- 1 . 2 PERMIT 23 MAR 07 FIELD DETERMNE EXISTING ROUGH OPENING FRAMING HEADERS AT EXISTING STAIR and NOTIFY ARCHITECT TO DETERMINE STRUCTURAL ADEQUACY 1 .c0 J01 HM,FITS 62' 40 POSTS ON TO 14 TYP. - 0 . U Z _SPcAAL PLAN-SECOND FLOOR FRAM G-STAIR INFILL w a 0 O a L u LuCk� 1B-1}'IVERIFY) aid FLOOR EXT.WALL , - . A c`tv O V Z AIIGNwM'TYPE WINDOW, N.. m 2ND FLOOR - ���) a O EQUALEQUAL 4AJ .m EXIST. NEWHEADER NEW HEADER NEWHEADER �. HDrt I I Obi II �` M SCREENED O 04 II III II III II II II IfI II �e PO INFlLL,INSULATE and S wM IS DINING ROOM EXIST. AL TO MATCH EXISTING PORCH LIVING ROOM E d3 3 BUILT-IN BENCH ABOVE NEW OP'GS WITH HDRe EXIST.PON-W AS REDD.AT EXISTING WALL - I 'I I I O t. iiR U M II II II II I T� 00 BUILT-RI CABINETS EACH SIDE ,,�• r' I I I I I I � o W' o x BUTLER'S i THREE SEASON 7 w UT PANTRY O - --- zx I ROOM ��-)I vw. o I. (NO HEAT) �p o I ---- ——————————————— 1 u� }} v . I MATCH EXISTING FLOORING UP O ATSTAIRINFILL ��yy// SEE NOTE O "t BELOW IL - z m O NEW O N 0 rSgMCOAT MCOAT I- so � THROUGHOUT I MUD ROOM r NENZO WALL(16'—)WrrH: L__ I FOYER ovEN O REVISIONS Yj'PLYWOOD SHEATHING, BUILT-IN WBBIES REF. o - TNEX'OR EQUAL AIR INFILTRATION BARRIER,' AN CYCLESINS I O W RED CEDAR SHINGLES TO MATCH EXISTING 'KITCHEN --- I STUDY „ 1 wcouRswcmw7o THE wEATHErt _.,,.,�__...._ _- - INFlLL 7WDWT0 MAT�O�gY� CE J - 3- O EXIST!GMATERIALS _ EQUAL EQUAL <- DRAWN BY 0 o I DW I BATH'I PRESERVEEXIGTINGCOLUMNSSOFFTTSand FASCIA 6- JWD 01 OB INFlLLBETWEEN WITH: CHECKEDBN INFlLLATEXIST.RO. — EXIST, 21A&)P SHEATHING end V,TRIM ATTHE EXTERIOR TO MATCH EJDBF. FLO. PTD.V MDO AT THE INTERIOR NOTICE OF COPYRIGHT MATERIALS OA O OO O OA NEW DOORS end SIDELIGHTS TMLi DRAWING IS THE PROPERTY OF THE ARCIeTECT HAS BEEN PREPARED ePECIFIOILLY FOR THE OWNER FORT PR4]E TTMS SITEAND LSNOTTOBE USED FOR ANY TIMER PURPOSE,LOCATION,OR I B$K44'1AN01NG ON 10"BIGF00T' - OWNERw UTWR—CONSENTOFTHE SONOTUBES and B'CONC.SLAB. ARCHITECT . Q 2000 Pdh r Sorry Do=m B'B STRUCTURAL COLUAINS,PTO. NEW WOOD WINDOWS and DOOR S IN EXISTING ROUGH OPENINGS THIS ELEVATIONS TITLE: NOTE:A SMOKE OETECTORAND A CARBON MONOXIDE DETECTOR SHALL BE INSTALLED ATTHE BASEMENT LEVEi PROPosED FIRST FLooR PLAN FIRST FLOOR SCALE:,/4_,-0• PLAN JOIST HANG AS IN LL AT REMOVED START, FLUSH TO. S(2)W HEADS, SID I I -WE - File No. PS-FIRSTFLOORAd g / I I / Date 23 MAR 07 I I I I BASEMENT I XLVLAFL-FRAMED Sheet No EXIsr 4x4 POSTS'BOTH SIDES PROJECT � O 3 PART PLAN -FIRST FLOOR FRAMING-STAIR INFILL NORTH �0 PERMIT 23 MAR 07 A- 1 O P4 LL ALIGN WIR OF'E'WDW BELOW AUGNwI OF'E'WDWBELOW ..w WALL w EQUAL EQUAL - .. Q O a 2-• s� 3 54 3 94* 3-4 9-4314 u � U W �o FIELD FRAMING HEADERS BELOWeM REUSE STING UMBIN - A N Q BATH OOM . NOTIFY ARCHITECT TO DETERMINE FIXTUHE91 _ - STRUCTURALADEQUACY O O O I O O O O '.� US O NEWDECKUTPO ONRIPPED2diJ01STSOI NEW HDR 4 NEW HD NEW HDR o NEW HDR NEW HDR K '1K4 GMBARA MAH ON RIPPED = BUdTaN CABINET. - 214SLEEPERS COUNT - ERHEIGHT - � - - ^� Z N MASTER NEW HDR BATHROOM . 12 ALIGN FIN.FACE - ,.,,,, = N MASTER 21 LIN. BEDROOM o :.�, N BEDROOM 3 PROTECT HEIGHT MARKS ON - --;a'���- O o INSIOEOFDOORJAMB w - W.Q.C. w o INFlLL FLOORING FM.FACE 4. J z= MATCHEXISL 5 SH LVES _ •- - '"6" E: 3 A OVER STAR EJaST.WALL ——————— - .., 3 WINDOW TYPE V AT A - „ PORCH ATTIC SPACED B .SEE ELEVATIONS ® e %RE-USESHELVIN .. FROM LINEN LIN.OF 1.NEW end SINK EKIST. L U GO OORRg'A end'M'WON O 2 UNOERLAYMENTAT OM ATTIC�SPACE,BE FLN „ ----- .. . ABOVEO FLOOR MATL COORO.By N S AUG UP i i - - ELEVATIONS T6 FIN.FACE „„ O z 1'4k Z.1}' i i - _ _ Ccon '`- 0 p,p .EXIST.WALL y In ZX Of Eu LL ¢ 11' ,. .,. wcR� wo � e BEDROOM 4 RELQraTED _ o 0 Tuemmwc 3 I ,—I N . DUPLICATE REusEEbsnNG BEDROOM 2 4 Z ... WAINSCOT PLUL�MG ERIFY end EMEND O PANEL FIXTURES IN BATH2 VPLUMBING WALLCD - ^^O T$` Go Ln YOGA ROOM w°w O; w a BATH 2 wNDowREPucEMExwAT L DN. REVISIONS E%ISTWG ROUGH OPENINGS - - DRAWN BY e- JWD CHECKED Bl . .. NOTICE OF COPYRIGHT WBJOOWREPLACEMENTATEXISTINGRWGH OPENINGS,THISWALL _ THIS DRAWING STHE PROPERTYOFTHEARa C7 HAS BEEN PREPARED SPECIFICALLY FOR THE OWNER GENERAL NOTES,21d FLOOR: FOR THISPRWE—TT SITEANDLSNOTTOEE USED FOR ANY OTHER PURPOSE,LOCATION,OR s - OWNERWRHOUTWRITTENCONS-0FTHE ARCHma 1.ALLEKISTING INTERIOR DOORS and HARDWARE SHALL BE RE-USED.WHQ✓EVERPOSSIBLE BmR00M D00R.S SHALL BE MINIMUM OF2d'WIOE. _ _ 021110111 Polmi+smwy Down TITLE: PROPOSED SECOND FLOOR PLAN PROJECTrn NORTH �,�PROPOSED SECOND FLOOR PLAN 1 SCALE:1/4-1'-0' File No. PS-SECONDFLOOR.dwg Date 23 MAR 07 Sheet No PERMIT 23 MAR 07 A- 1 . 2 NEW CONSTRUCTION FOR: �r PROJECT INFORMATION AREA MAP DANFORTH GARAGE ASSESSOR'S MAP 246 CARRIAGE ROAD -71 �; b 7 OSTERVILLE, MA 02655 PARCEL -18 w N 05TERVILLE, M� o �± O It k4. 0 WINDOWSCHEOULE DOOR SCHEDULE f ° h t KEYIQTYI FRAMESITE -IROUGHOPENINGI MFG. I MODEL --SME 1 MUNT.I COLOR I REMARKS DOOR '.. - fRAINE LOCUS a A 13 T-9'x 4'$" 2'-0 U2"z 4'-6"1/T' EAGLE DHG2645 DOUBLE HUNG 3W2H NOTE W9 "2 TEMP' KEY GTY SIZE ROUGH OPENING MFG.I MFG NO. PANEL TYPE MATL COLOR MAR .FINISH HAND REMARKS LE h ,,,,,,/// Is 9rext " "'�' O w TES: 1 V-17 x T-W V-21/2"zT-2112' TBD V-GROOVE A CEDAR NAT. WD NOTE W9 OH O.H.GARAGE DOOR I KwLyll 1.ALL WINDOWS B EAGLE,DW B G. 1 9'-0"x T-0" 9-2 17 x T-2 1I7 TBD V-GROOVE A CEDAR NAT. WD NOTE W9 OH O.H.GARAGE DOOR ;I•� O 2 ALL G DOWS G D WI HIGHSS(INS L O -E W/ARGON GAS) r ( •< LL U EAGLEDO TINS O 1 1/T COO MODERN DIVIDED 1 7.0,x T-0" 9-2 1/T x 7-2 112' - TBD V-GROOVE A CEDAR NAT. WD NOTE WB OH O.H.GARAGE DOOR - .I Dr -� ., 3.ALL (S A NB FOR PATTERNS),CONFIRM STANDARD HEIGHT. - 1 3'-W x T-0" 3-2 1/T x T-1 1/P SIMPSON OR EQUAL - B MASONITE TBD WD PTD LH SIDE ENTRY DOOR 213.1 PANEL - ,. �„-_- °r ,=s r '�,k :. U /� 4.USE TEMPERED GLASS RDOUS L NS PER S.CODE C R SECTION 20.. - - ` z F-I N- O S.ALL IN HARDWAREBE WH . !-INTERIOR DOORS ARE NOTINCLI/DED IN CONTRACT WITH TIE EXCEPTION OF DOOR'105'. INTERIORIS TO BE COAPLETEDATA UTTER TIME. I •� 1.. LI-I 6.ALL OPERABLE WINDOWS TO HAVE SCREENS(WHITE). T. WINDOWS TO BE WSTALLED IN 2x6 WALL CONSTRUCTION. B. ALL EAGLE INTERIOR WINDOW F91I5H TO BE PRIMED WHITE. .- - 0 1 3'-0"x T-G" 3-2 112"x T 2 1/T TSO 2 PANEL: C MTL PTO WD PTO. LH STAIRS ACCESS DOOR FIRE RATED - \ w 9. ALL EAGLE WINDOW AND DOOR EXTERIOR FINISH TO BE"WHITE"ON FRAME AND"WHILE"ON SASHlMUNTINS. 1 2'-6".zT-0" T•10'1/2".x T•2 1/2".. SOLID CORE MASONITE 2 PANEL -TD MASONiTE PTD WD PTD„_RH," UNDER STAIRS,STORAGE CLOSET- - ' i _. 1 3'-0"x T-0" T-211T x T-2 17 --SOLID CORE MASONrrE T PANEL E MASONTTE �PTD WD PTO DBL PAR OF V4rxT-0"DOORS - I_ DRAWING INDEX wm 1 3'.W x T-0" T-21/2'x T-2 17 SOLID CORE MASONITE 2 PANEL E MASONITE PTO WO PTO DSL PAR OF 1'b"xT-0"DOORS -3 2'fi z T-0" 2'-8'tIT%T-217 SOLID CORE MASONITE `2 PANEL- D MASONITE PTD WD. PTD - I RH` BEDROOM DOOR' 1 1-e z T-0" .T-jI"x T-2 77 SOLID CORE MASONr1E 2 PANEL' F MASo!- PTO WD PTD RH LINEN CLOSET DOOR �1 Of I SITE PLAN(BY:COASTAL ENGINEERING) a x T-0" T-B 17 z T-2 112" SOLID CORE MASONITE 2 PANEL D MASONI7E PTD WD PTD LH BEDROOM ODOR � O� 1 2'-0"x T-0" T-6 17 z T-2 112" SOLD CORE.MASONITE 2 PANEL D MASONITE PTO WD PTO RH BATHROOM DOOR - - A-1.1 FIRST FLOOR PLAN a A-L2 SECOND FLOOR PLAN Lu o s U wa> A-1.3 ROOF PLAN 3 g o _ A-2.0 EAST &NORTH ELEVATIONS Z€ A A-2.1 WEST&SOUTH ELEVATIONS A-3.0 BUILDING SECTIONS A-3.1 BUILDING SECTIONS A-3.2 TYPICAL BUILDING SECTION&EAVE DETAILS M A-5.1 GARAGE REFLECTED'CEILING PLAN o II A-5.2 SECOND FLOOR REFLECTED CEILING PLAN �W N A-8.0 GUTTER ELEVATIONS I--1 FJ-I E 1.1 GARAGE ELECTRICAL PLAN _]TT ® ® ® SECOND FLOOR ELECTRICAL PLAN W E 1 2 EC El GENERAL SYMBOLS: REFERrooTHERDRLS) STRUCTURAL DRAWINGS BY: McKENZIE.ENGINEERING O FOR SPECIFIC SYMBOLS) _ MASONRY OPENING DMENSIONS: TYPE A TYPE B TYPE C TYPE D TYPE E TYPE F GSN_1_ GENERAL STRUCTURAL NOTES , DIAMETER "O TYPICALPLANDIMENSONSINDICATED WITH M.O.DO NOT INCLUDE THE.P _ _ z AHD r, Bla-MORTARJaNTABSOCIATED sTcel MnsoNrtE MasolmTTa MAsoNITE GSN-2 GENERAL STRUCTURAL DETAILS WITI MASONRr JAMBOPEMNGS. .. INSULATED .. - .. AT SHOWNISACTUALLYa•-03/a•WIDEOPEMNG S-1.0 FOUNDATION PLAN&DETAILS e c DEN ER INE EX DOOR TYPES INTERIOR DOOR TYPES S-1.1 SECOND FLOOR&ROOF FRAME&S.W.PLAN a SECTION NUMBER aECTON MARKER N ELEVATION MARK DRAWING SHEET NUMBER ... Zl/ ® NORTH ARROW SECTION NUMBER os X ORANVJf"TITLE ex.xx ex DRA`MNGSHEET NUMBER '� ABBREVIATIONS: OVER .. ORE M uJ A< AIR CILB,' EA "ANOG M HGG Nr -OMD< A. ACOUSTaooR ND EJ EE"x°P�us ol+JO NT "Al MnsoNRr' MAKER s^FmuLER - - (h ACT ACOUSTICAL NCT1E sysrEM ELEVAT ON MAx MAw"uM - uuM wu-MSHmao°R ELEc ELmrRr - MDF Mmu"OwsrrF%BOARo sNc� - _ - Assr AsssrAJR ELEv ELawIµTOR Moo Mm uMDwsrr ovwuv nrouW sHNRs sxE°Er xs .. ...n - Q ED _ J M " jk_ D00 19ULUPIG M"�ANAO�ERE GTOHS - - O En-TE MsROwA E E -9m" L""r ORE"IG S" U STAINLESS . - _ BE BA°LIE NW EL E%Po MTL METPL STC ON CLA% - c E%P MASWR " M D MOUNTED SOUND TR BI(TS BRACKtTSS FRE ExT NGU SHw STD STPNOARD _ BIT ISTE a BLDO BOG FW FWISHED STRUC STRUCNRu _ G B x Pw UOROCLDPOPOUM R "° "DTI"°GN.R<T PROJECT AREA CALCULATIONS I_ aM eE.Jx oREscwr WTSOEwDENT FLUOR PERM -OTT eonoM FN`" FFOUNDATION BRR BR<x OWTOOU a � R F o�oOT <BT < IG " oZ0-"E T. TELEPHONE MAIN HOUSE � U OIR <n"1Pu<E OP- OPERATIONS :opoJD= __.... . u coNsrRucroumlNr oALv GALVANam oz DuucE .o. - - '' ( .. - _. (//►�� cwTERUNE O.C. TOPOFCONCRETE - �FlrstFloor Fntshed g53Q.ft.t GB rFsuMBOARo co LOgr cc cwwu coNm"croR TO OF uNwT ON I--..._..... ._ ...-„- � (n O ��wrw cw GwwATOR O1ETFelasr �Curage 0 C� GL c sS '"T T B T.PP°ND-OTTOM {-- U Pure GMU GlR 'A ULG UNIT P TRWWG Second Flo�Un-finished 1 571 sq.ft!CASE OPENNAwNRruNR Doves cRWNos PwR PUwNm Co. CASE OPEN NO GrasuMw"ueoN+O --xw.o Piw,aao %s THANAroRrAT ON - i r --"----1�-.---»--.__._..._i (n d' Coll com cm G'm�GM vow POLVETHr1ENE CGMWNEM PREFN PREFN SHED CWC CONCRETE - P51 POUNDS PER SQUARE INCH CONST CONS<RDrnDN UO UTLRT !Total Finished MAIS . HOSE BIB EATED UO.N. UNLESS OTHERVMSE NOTED 1- -- --'-^--�'•" -^--^-' "' Cl NCR Y I CONT CONTWUW9 PRESWRE iR cORRDGITED(A DET HARowARE - PTD PNNim vB GAGE - - .. - CORR UGATEDNTwALLDETAnR NOR" � vETtT vERn� L - _ CRT CRISIS WRSSE A£TAL OT OUARRY VIF VER FY - T--1 CT CER 111E M NO ... xFlEID OBL DOUBLE Np UL REGUID TItF ° S, RON PPE SECTION - - DII RESIF NG VAw FNT°FTPAN-PoRTAnONw WATERER ANT �..�� y . DGT JST JgsT RUB RUBBER OR D NO DOORNUMBER Dl-SH" LCC ORED AT COFFER LVL EDvwEw LUMBER . W o o LL Lu �. z 0 w o U w Lu _ � Q N O C� 8 W A3.D a - 4. ? v N ,.... -i M ifu .. I fo 3 sa tea z-r '^ U coo fu v V o 3-BAY GARAGE 1 I buj I� I : ---- - i O c L I O REVISIONS I a z Qm I 4 -. ... " G.A.M T S.F.G. .. 7-10k .. e-0, 2'4 .. 9a 71 ... 9a - -. r.i�. - ... NOTICE OF COPYRIGHT 09p -]S.—.G.THE PROPERTY OFTHE AACHnEC -' HAS BEEN PREPARED SPECIRCALLY fOR THE OWFd:P - . FORTHSFRO]ECT ATTHISSITEANDISNOTIOBE USED FOR ANY OTHER PURPOSE,LOCATION,OR .. . . .. .. ... .. .. .. OWNER WITHOUT WRITTEN CONSENTOFTHE • ARCHRECF Q IOU Pp owA Saul WSW . - - - TITLE: GARAGE FLOOR PLAN ��FSCIRST FLOOR PLAN Q� ALE:1/4'=1'-0" PROJECT File NO. 780CD-Pians.dw9 NORTH 77, 1 Date 11-20-13 Sheet No PERMIT SET 11/25/13 A- 1 . 1 v7 W v7 C7 � No d O d .. a O C7 W LL U a U w O � ILO E� Lu ANO ct co ,0 - .. : .. 4'-* 4!-10? - 4.-1* 4'-10}' @ ^� LL c ,W ' O A TEMP - OTEMP - ... /�''� n .E ct Q J M _ ! 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Y CLBV. 3Y 3636 --. of 3 5Fr, . ... _ BOT_OF HEADFtiR _ ...._ - �^I ,'°t . _ L FIRST FLOOR WINDOW HEADERS) .: BOT.OF HEAOER'1' LLo ' .. .. .. R �. a 1 J€ (WIRAGE DOORS,ONLY .. GARAGE a - n .. .. .. .. r C. x PITCHED SLAB 25.15'Xj In T GE BlA9_ . .. FIN if � HIGH POINT SLAB >t O oV. r - - - ------------ �8800 - J J3 � . 1 BUILDING SECTION (SOUTH) voo . . SCALE:114"=1'-0° .. � . 17 � UJI DO � rn Ocu ' o E s .� -.. .. .. CL REVISIONS .. " ... .. BOT.OF Ll COL1 TIES ... ... - - 2 ,�.Q Pam_—_ 3 .. Y (AT SECOND FLOOR) ... �.-B�OT.OF HEAOER'3' 5 . ------ GAM . .. .. ': Y(nLL SECOND FLR WINDOW HEADERS) Aa] - - - NOTICE OF COPYRIGHT F STAIRWAY FUTURE DRAWING IS THE PROPERTY OF THE _ . u _ _ b _ B{.-R{y[•OM \ •—/ HATHIS BEEN PREPARED SPECIFICALLY MR THE OWNER ... .. CJLLlTiYJt11Yi - O FOR THIS PROJECT AT THIS SITE AND IS NOT TO BE \ - USED FOR ANY OTHER PURPOSE,LOGTION,OR HOUT WRITTEN CONSENT OF THE OWNER wrt 3 �T.OT_..O.SUNEHMCT BFLOOR-2ND FLOOR _ .4. /. ... .. .. .. 0 2013 Ponw-l{Somy DoSlwa h Y ELEV.=34.38'--_--. I - SIM - s. N Aa.z a• .. .. . ATITLE: . .. BOr oEtl€AoER _ .. _ �LFIRST FLOOR WINDOW AMPERE) �L - BOT.OFHEADER.1. BUILDING RAGE DOORS,ONLY) / g q B v . _------ GARA EC S TIONS 0 STORAGELi GE F m {��� T�!!O(��F4udu6T 4^L_--- T CLEV.=25.13 m. ELEV.=VARIES � � � .. .. �FFIINN DRADE T 4EV.=24.SB § -------------------------- ------------------------ ---- .. Ile No. 780 SeCtS.dwg. ------ ---- ------------------"---------------------------- >. F' -co- - ------------------------- - Date' 11-20-13 . Sheet No 2 BUILDING SECTION(WEST) "`III PERMIT SET 11/25/13 III -------- W d o �'E`QiEv.=deco' :: N BOT.OF 2EB DDLIARTIES � TT OOLATE FUTURE BE ROOM cli SECOND FLOOR) 4��i,-EOFHEADER7 Z _ I LL O (ALL SECO�lWINDOWHEADERSj - nataD �nata .. A m � m Lu " gFUTURE KITCHEN a Q I--I w — ATriC 11 C II II 1... ATTIC w0 v i I ` � IR, II ` w . T.O.S%LOOR-2ND FLOOR O H EIEV.=34.36_- §.. BOTL.O o� 1 HEDER) FHEADER'I' E-L GARAGE (p) ti o E ELEV.=25.75' T.O. .. .... ...:. .... .......... ..,.... '. 0 M LE �FIN.GRACE ---� __________ _________ MM *ELEV-N------- ____ ________________ _______ __ _ _ _____________ ___ 3 E 3 � 3 BUILDING SECTION.(EAST) U U00 SCALE:114'=1'-0' f" O - m W L— o x Tr Q LL .. I C C a t—� v 0 Oc Oc a 0 .glg7-------- .. REVISIONS ti BOT.OF M COLLAR TIES .. 2 �,T�.p.SECOND MOM—) - 3 �SEDOND FLOOR) -ts tt. S ... - -_-- .. DRAWN OF HEAOER'3' natzs 4(ALL SECOND F13i WINDOW HEADERS) . \ - CHECKS .. / \' FUTURE I, A43 - _ - ' NOTICE OF COPYRIGHT S.F.G. o m ATTIC BEDROOM L' KITCHEN ATTICF/11 , E amE SPECFlEULLT R _ �SU3BdF OR-2ND Fl00R ( ``\ OWNERFORTH PROUT ATTNIS.SINAND OF WET,BE O USED MR ANY OTHER PURPOSE,EOGTION,OR OWNER WITHOUT WRITTEN CONSENT OF THE \ � : 0.CH[IER - � 2013 PadeeNro So"DaSilo m SIM �________i ITLP __ _ _ TBUILDING Y(ALL FIRST FLOOR WINDOW HEADERS)-__ I _ t_, _ �2(, T�aHEAOER_P € \ / € E \\ T paXrtAGE DDDRS�DNLV) g GARAGE E \ SECTIONS �"�gEv.=zs.Lr - 3 �Ev.SBIAB_ Q ELEV.=24.50' _______________________________ @9't42D.50 ----- -------------------- File No. Aso-co-seccs.awy Date 11-20-13 . .. - Sheet No - - BUILDING SECTION (EAST) 3CALE:,14"=,-0' " A- 3 ■ PERMIT SET 11/25/13 r i O W O PLAN REFERENCES: � z MAP 71 \A 6a12 ASSESSORS MAP 71, PARCEL 18 F U PARCEL 17 CERTIFICATE 41989 0 w N a. cn U Q LEANEYJOUTS CERTIFICATE 51391 A LAND COURT PLAN 15354 ^: { LAND COURT PLAN 13861lz z LAND COURT PLAN 15334 cn LAND COURT PLAN 15792 v 4 f FLOOD NOTE. FLOOD ZONES C AND A14(EL12) AS I I SHOWN ON FEMA FIRM PANEL #250001 W I 0018 REVISED JULY 2, 1992. F, D—BOX I O EXIS�NG } 1,500 GALLON \ O SEPTIC.TANKBaSTING LEACHING � � � ►-� �W — — FACILITY I �.............. MAP AREAi1 PARCE84,677t 1 F �o cN to �. v3 \\ ooao In `ti �- ao oo oa U U 0 PLAN 20 10 0 20 60 W o 0 H sw oo 0 14, A 1 inch = 20 !i~ oo y m U ry 0 00 U `o' o •'''.vim. ! li I I 1 L 3e8 +' 298 1. 6-2}' P-1D} 410 4104 e- Q �I ra} rl za} Jr} rr^ ' TEMP TEMP TEMP V rc l TEMP i�. ` 1 A O O_— t N>r o jI O IIII 0 zxe I�1 6 III III �'___ � rnQ I UOPTLY I.c�L•—�mITY =e iI FN!.I.MJ.I>ir�I r'r I�ii,i —I — — 0 .iL It II 2 III ( III Q —71�= OLLC- ON NO � _ I I FRnMiNR �' ®_L Jy � 4•.,,•T� 'A1' i x• I� __ 1 s- xM O MW ------ I I IQ KITCHENETTE HALL Q F, jI I I WR 0 -- zs 4 LN I oc EB o 1-BAY GARAGE I IIIII I 'p'1.�.�IIlI III I III IIIII IIIr AoBLE II'I II I II'I II I �c IIII II I L'IIII II I •k III�h I I IIIlI I II' za1•(IRI"i„sE"L OCATE � r_P rv �M ' .I III I I II 13�in W'P�Am•c Q== —w ----�—' -❑❑— I} ❑— '1-4 711111111 -0 POST 5r zJ EwO BEDROOM#2BEDROOM#1 ❑DOOR Q mLRE AT T A� cENrERFP h•�..l1 1�N—i H1JrPWO TORooM dFPj�F�P Rl" I Q wa• � "'� �I I II 1�!ST Fwu6Nc I I I I I I lO I I I I I I I I I I I I O' II II II II I I I I I I I L—_J L J --J I M II.I '1 I III I �- - o ---� - -�- -, y II i ��� �� � III � IIIIII III► � � a I ._�_ ' 4,�. a-t� 2sn}• z-ny a•-n'r,• z-n}• z-u}• 3•-ts a•b• I L ER C1 C1 21- t'-i' r-9' ,4 1'7' r^9' 74 6'-11Z r-Y ' �S• 38'F D O L7ll I1E -Il S 3'-10' 3'-11' J'•11' ' Q 0 PROJECT SAWEpRpYp i FIRST FLOOR PLAN PROJECT SECOND FLOOR PLAN NORTH 1 NORIrI 2 scALE:va°=r-0 ARCHITECTS-BUILDERS SCALE:1/4°=1'-0• 157 Brewster-Chatham Road (Route 137) East Harwich,MA 02645 USA i 508.945.4500 psdab.com info@psdab.com — — — — ._II I I MINSHALLGARAGE-PROJECTCALCULATIONS: LEGEND EXISTING WALL - 7 1st FLR.(interior 9nlshed)- 619 sf NEW WALL 2 z I --- I I f Garage 395 sf J l7JSTINGWWDOW TO REMAIN 2nd FUR.(interior finished} 712 sf O 4 OMWN BY 6 NEVI WWOOW TO MATCH EXISTING TOTAL(intedor finished area) 1331sf EXISTING WINDOW-REPLACE SOnOMSASH ) A.U. A+ WI TEMPERED GLASS— } NOTICE OF COP(RIGHT O NEW WNDOW E NED R M TIoS DPAWING IB THE PROPERTY OFTNENiMIfEor. HAS PREPARED SPEAl E f AMO E O 4 WNEI� 6TE ATBIEMR NNOTED If = I Irl]1}il O NEW SKYLIGHT TMSSEI NO LOCATION•OR OW WRHOOT TNO NE H� CONS i hem PASO"fy. ®CONS PDinomw SDvary OnS'Nu TITLE: I �lelll = =�IiII I FLOOR Jill I� o PLANS & ROOF PLAN II �` a = III File No. 934-MlnshallGarage-Plans Date 01-08-16 Sheet No e 6 I I I III III III III�: III IIIIII \•--'/ + i w>2 C 1 ; ROOF PLAN PrRioaTt A� 1 s' 3 SCALE:114'=1'-0' /" PERMIT SET 01-08-16 I j MAC " PARCEL" PLAN REFERENCES: � N \ z ASSESSORS MAP 71, PARCEL 18 2 U \ \� CERTIFICATE 41989 0 CERTIFICATE 51391 LAND COURT PLAN 15354 LAND COURT PLAN 13861 z LAND COURT PLAN 15334 x 1 LAND COURT PLAN 15792 FLOOD NOTE: -� W mow^ a OUT 1 FLOOD ZONES C AND A14(EL12) AS 1 1 SHOWN ON FEMA FIRM PANEL #250001 W 0018 REVISED JULY Z 1992. O 00 _ J i \ o DOSTNc - , cALLaH Sew T&W LL, Esc A J DOSrwcLEACHING a-sox �X. FACAM o ° .er► , o ° y o � A w N MAP 71 PARCEL 18 o AREA = $4 677t SF AREA ABOVE COASTAL RAW- 75,W t SF 00 In - w N � U O 1 O 00 V O 00 O O Q G PLAN - o � U � rT l 30 15 0 30 �90 to O o lu oc Zw 0 Z O � 3 b U N q 1 inch = 30 !t � o w U q �j cwo DEEP OBSERVATION HOLE LOGS — Pi 14987 ESTIMATED HIGH GROUNDWATER CALCULATION N /A R DATE OF TESTS: MARCH 31, 2016 (USGS/CCC METHOD) PRIOR TO INSTALLATION OF SEPTIC SYSTEM, A NEW BENCHMARK DEEP OBSERVATION HOLE 1 EL. = 22.0f PERCOLATION RATE : LESS THAN 2 MINUTES PER INCH DROP IN THE SHALL BE SET WITHIN 75-FEET OF PROPOSED SYSTEM. DEPTH FROM SOIL SOIL SOIL COLOR SOIL C HORIZON IN DOH # 1 AND DOH #2 INDEX WELL ZONE: y SURFACE HORIZON TEXTURE MUNSELL MOTTLING OTHER /� DATE OF READING: DEPTH TO GROUNDWATER: / 2ul COASTAL O" - 2" 0 LEAF UTTER WITNESSED BY DAVID STANTON,JOHN G. B HEALTH AGENT GROUNDWATER LEVEL ADJUSTMENT: �/ // /////// NORTH BAY � engineering co. 2" - 6" A SAND 10 YR 3/1 NONE LOOSE SAND NO GROUNDWATER ENCOUNTERED ACTUAL GROUNDWATER LEVEL ® SITE: EL= 260 cranberry Hwy.Orwam MA 02653 50&255.6SU P 508.255.6700 F 6" - 10' E SAND 10 YR 6/2 NONE FINE SAND ESTIMATED (MAX.) HIGH GROUNDWATER LEVEL EL= GR /WD BRI PI � r 10 - 280 B SAND 7.5 YR 6/3 NONE LOOSE SAND 4' Or �n cnn N 68*12'18" E 28" - 138' C SAND 10 YR 6/3 NONE LOOSE, COARSE PERC AT p `�7 316't GRAND ISLAND � �, wEsr BAY SAND 1. - -- J z = ;: 264.82 o i \ t -.���T �� ��' ,�, '• .. `..�pE' '+. --, � y� PHEASANT NO GROUNDWATER ENCOUNTERED PATH ,�'� NANTUCKET SOUND LOCUS gARNSTABLE, MA z DEEP OBSERVATION HOLE 2 EL. = 23.0t \ _ __ - _ w - ---� g� �y� j kyFA� �� �� KEY MAP z Q f �---� �� '� ��'V "L. - � LA`S I O U DEPTH FROM SOIL SOIL SOIL COLOR SOIL s _ Q SURFACEHORIZON TEXTURE MUNSELL MOTTLING OTHER `` ~- cnGE -- - _ e � � NO SCALE r- 0" - 2' O LEAF UTTER I Q�� !lam `p vez /c `' REFERENCES: 2" - $' A SANG 10 YR 3/1 NONE LOOSE SAND AN�'t � „F� ~e � z�' n / O W 8" - 10" E SAND 10 YR 6/2 NONE FINE SAND ,o a a � t r -� �s 9� ;--ter"-~----�. �. " M � yos SAE - \ q I ASSESSORS MAP 71, PARCEL 18 as o 0 10 - 27 B SAND 7.5 YR 5/6 NONE LOOSE SAND a, s�Ar� \ y CERTIFICATE #208550 27" 132" C SAND 10 YR 6/3 NONE LOOSE, COARSE / -- o D LC.PLAN 15354-C LOT 1B a SAND NLCYLAN. 15334-A O A 14 i rn NO GROUNDWATER ENCOUNTERED �`�" \ BENCHMARK: S, MAC NAIL SET m w a' A f r A O gF�^ EL 24.03 (SEE DATUM NOTE) DESIGN CALCULATIONS �' ! r FLOOD NOTE: DESIGN FLOW: EXISTING MAIN HOME: I _ - �Y�re�;✓ �9 7 { I � � � � 7 11 � FLOOD ZONES X AND VE (EL 14) AS a 5 BEDROOMS AT 110 GAL. PER DAY PER BEDROOM = 550 GPD II _ `9 �\ I SHOWN ON FEMA FIRM MAP EFFECTIVE 550 GPD X 200% = 1,100 GALLONS - EXISTING 1,500 GALLON SEPTIC TANK \ {� \ �' �� DATE JULY 16, 2014 tl9t, o PROPOSED POOL HOUSE: DATUM NOTE.•C 4RFA SCApF EXISTING 1,500 GAT REMAIN \ > r'POTENTIAL 1 BEDROOM AT 110 GAL. PER DAY PER BEDROOM = 110 GPD 1 ` '"�"� � o!� � 110 GPD X 20096 = 220 GALLONS SEPnc TANK TD� :. TOTAL DESIGN FLOW = 660 GPD ?„ ELEVATIONS SHOWN HEREON ARE BASED N w / °° ON THE NORTH AMERICAN VERTICAL 660 GPD X 300% = 1,980 GALLONS USE 2,000 GALLON TWO-COMPARTMENT SEPTIC TANK �- �- O N Q I ��- PROPOSED COBBL��`- __ DATUM 1988 (NAND 1988) N SEPTIC TANK FIRST COMPARTMENT STORAGE CAPACITY = 1,320 GAL. (MIN.) `� -- �- - `CF (— ^� - CONNECT PROPOSED 4' -` " ' o SEP11C TANK SECOND COMPARTMENT STORAGE CAPACITY = 660 GAL. (MIN.) /` .�, DIA. SCH 40 PVC PIPE (moo cqN� - - �R�� A 50'-6" L. x 12'-10' W. x 2' D. LEACHING CHAMBER CAN LEACH: C.O. TO EXISTING PVC PIPE Cq1) Y <r LEGEND N o ` FIELD VERIFY LOCATION. , Vt = 50.5 (2) 2 x .74 + 50.5 (12.83) x ,74 + 12.83 (2) 2 x .74 = 667 GPD PROPOSED -"--- _-- _ _� -J per �2 X x �_ '� ` SEAL ONE ( 1 ) - EXISTING 1,500 GAL. �FPTIC TANK (TO REMAIN) ft � APRONBIl I �r� N i x �+ EXIS77NG "Rr.^DSED INSTALL: ONE ( 1 } - 50'-6' L. x Imo'-1G �' D. LEACHING CHAMBER Vt = 667 GPD > 660 GPD REQ'D. �! /-� NOTE 8 PROP. 1,500 GAL 4, _ --� ' t �� =A.CIF sr• ONE { 1 ) - 2,000 GAL. TWO COMPAK. 'c*pTIC TANK, MINIMUM ALLOWED , x TWO-COMPARTMENT PROP. A*4 AREA ri. qR�r ._ ® - BOUND S ,� • u .%PTIC TANK ROOF Gq i - ^e L ONE { 1 ) - DISTRIBUTION BOX (5 OUTLET) O - OVERHANG CATCH BASIN C.O. CLEANOUT �. NOTES r PApO i ' + W WATER LINE wx& -! ! �! IRRIGATION VALVEAa r LIMIT OF WORK 3w � '' O C.O. ' � � x� t ;• � � `�?�-°� ,_ � � 4- WATER VALVE 1) GARBAGE GRINDERS ARE NOT ALLOWED WITH THIS DESIGN J, } \ ; 2) THE INSTALLER IS RESPONSIBLE FOR ASSURING THAT COMPONENTS OF THE SEWAGE DISPOSAL SYSTEM ARE DESIGNED WITH AREA�) ) - HYDRANT RESERVESUFFICIENT STRENGTH TO SUSTAIN ALL LOADS TO BE IMPOSED ON THEM. ANY COMPONENT OF THE SYSTEM SUBJECT TO A 1 D-Box 1 j i 100't AL BANK consr i VEHICULAR TRAFFIC MUST COMPLY WITH A MINIMUM STANDARD OF A.A.S.H.T.O. H 20 WHEEL LOADS. 32, �,t 1 f FROM TOP OF ELECTRIC METER 3) PRIOR TO SETTING ANY SEWAGE DISPOSAL SYSTEM COMPONENT, INSTALLER SHALL VERIFY EXISTING CONDITIONS, INCLUDING # O ELEVATIONS OF EXIT INVERTS, AND REPORT ANY DISCREPANCIES TO THE DESIGN ENGINEER. So't FROM TOP of COASTAL BANK UNDERGROUND PROPANE TANK Q ^ 4) ALL GRAVITY SEWER PIPE SHALL BE 4" DIA. SCH 40 PVC UNLESS OTHERWISE NOTED. THE MINIMUM SLOPE OF 4' DIA. SCH - SEE NOTE 8 1101 40 PVC SHALL BE 0.01 FT/FT. ����� t2'83'YY x�20R f I �� UTILITY POLE Z 5) NO PART OF THIS DESIGN SHALL BE ALTERED WITH"' .,jVAL FROM THE DESIGN ENGINEER AND THE AGENT OF BON 11 PROPOSED _ � THE LOCAL BOARD OF HEALTH. ALL REQUESTS ^ SHALL BE MADE IN WRITING PRIOR TO CONSTRUCTION. OBSERVA1tDN PORT � PROP. T� = GUY WIRE m 6) THE USE OF ALTERNATE MANUFACTURERS .,�MPONENTS SHALL NOT BE APPROVED IF THE USE OF THEIR (>YP•) WATER LINE EQUIPMENT REQUIRES CHANGES IN DESIGN. %;},� 3 , N f� 7) THE INSTALLER SHALL ASCERTAIN THE LOCATION OF EXISTING UNDERGROUND UTILITIES PRIOR TO EXCAVATION, AND SHALL w _----- w -- , w TELEPHONE LINE PROTECT UTILITIES WITHIN THE WORK AREA DURING CONSTRUCTION. w 8) THE EXISTING SEWAGE DISPOSAL SYSTEM (INCLUDING CESSPOOLS) SHALL BE PUMPED, FILLED WITH SAND, AND i`� —\pRopogp i;4�'f _ 'X ABANDONED; OR SHALL BE REMOVED WITH SURROUNDING CONTAMINATED SOILS AND BACKFILLED WITH CLEAN ® WATER LINE - W -2' CONTOUR a / - f w COARSE SAND. x r 9) ALL SYSTEM COMPONENTS SHALL BE MARKED WITH MAGNETIC MARKING TAPE OR A COMPARABLE MEANS IN ORDER TO -�, ' , � x SPOT GRADE � LOCATE THEM ONCE BURIED. m O D x X , MAPLE c C �2• �pr-� 'i � j J MAP 71 PARCEL 18 N SPRUCE x ON p ' R�� �NOr / � AREA = 84,677t SF o ,� k � ALL WATER FIXTURES TO BE WATER TESTED BY CONTRACTOR TO VERIFY ALL SEWER EXIT LOCATIONS PRIOR TO INSTALLATION OF o I ANY SYSTEM COMPONENTS. PLAN `�� X t j i BEECH 20 10 0 20 60 S ^^ 8276'57' W '� PINE H �aJ w 26' HEAVY DUTY 'SEAL-TITE' CAST 1 inch = 20 ft OAK 00 V POOL BUILDING IRON FRAME AND COVER TO a 04 PROPOSED OFIRST SUB FLOOR FINISH GRADE RAISE COVER TO WITHIN 6' OF [RAISE COVER TO WITHIN 6° OF RAISE COVERS TO WITHIN 6' FINISH GRADE MISC. TREE Q FINISH GRADE ••- W OF FINISH GRADE 304' -a W FINISH GRADE RANGES x x f �"ONE (1}- 50-6 L 12-10 W 2b LEACHING CHAMBER FINISH GRADE=23.0f FINISH GRADE=22.8t FROM 22.3t TO 23.2t � ,� 1 NOTE: � -'-------- ----'---� ------- CONSTRUCT BY PLACING FIVE 8-6" x 4'-10 x 3'-0" LEACHING THE INFORMATION HEREON HAS BEEN PREPARED ACCORDING TO MIN. ,: CHAMBER UNITS END TO ENO WI1N 4'-0' STONE ON ENDS AND THE REQUIREMENTS OF TITLE 5 OF THE STATE ENVIRONMENTAL w 4' DIA SCH 40 PVC PIPE 3' MAX. OBSERVATION PORT FLOW D'BOX MINIMUM D'BOX INSIDE 3' MAX. SIDES. (USE 500 GALLON LEACH CHAMBER UNITS AS CODE FOR SUBSURFACE DISPOSAL OF SANITARY SEWAGE AND OR AS REQUIRED BY MASS :;�• . . LINE DIMENSIONS 12"x12' (SEE DETAIL) MANUFACTURED BY SHOREY PRECAST OR EQUAL). LOCAL BOARD OF HEALTH REGULATIONS. - PLUMBING CODE �' ) DROP:2� min. 4' DIA SCH 40 PVC PIPE 2" LAYER OF 0 3 max. — SCALE N 4. • � 1/8 To 1/2 STONE D'Box INSPECTION NOTE DRAWING FILE AS NOTED 10" 10" E 2'DR�P �s - ---- C1685803-C3D.dwg 20.0o BELOW 19.67 MIN. PIPE OR FLOW ��i! OBSERVATION PORT THE STATE ENVIRONMENTAL CODE TITLE 5 REQUIRES INSPECTION(S) 21.50 LEVELER INVERT ALL 2'-0' DATE LIQUID DEPTH 19.83 t9.20 EFFECTIVE USE LEBARON LA 0910 OF THE SEWAGE DISPOSAL SYSTEM BY THE DESIGN ENGINEER. BOTH 19.50 /. DEPTH (SEE PLAN FOR LOCATIONS) 94-01-2016 A ALL INV. r_ __.�____�______ _ INSTALLATION CONTRACTOR MUST NOTIFY THE DESIGN ENGINEER DRAwNSY v COMPACTED BASE `a T -j FINISH GRADE PRIOR TO THE START OF INSTALLATION FOR DISCUSSION ON JlWsRK 3/4' To t t/2' 14- ' �%i/,i'/1�r, �i,��'%if�';�ff, ,%�!4-0� IR I 11 ct�cxED BY o COMPARTMENT t COMPARTMENT 2 •�. W/ 6' LAYER OF 17.20 DOUBLE WASHED STONE : 1 ' ' " REQU ED NSPEC ONS. DEPTH TO ESTIMATED i c THE MINIMUM SLOPE FOR '• (1,330 GAL) (670 GAL) CRUSHED STONE ALL o 1 U 4' DIA SCH 40 PVC .` •` •% .:. .' ; :• G D'BOX _ ' _ _ HIGH GROUNDWATER 12't iv 1 t O 'v . • ___—__— _______ _______ _______ i N PIPE IS 1 8" PER FT - LINES) EXI11N MUST REMAIN 4' 4' 1 ' 4' 0" 1 �_____ O J / o / LEVEL FOR 2'-0" BEFORE PITCHING ° t c r 3/4" TO 1-1/2" DOWN TO LEACHING FACILITY 1 -10 I - DOUBLE WASHED STONE O `O GAS BAFFLE USE 'TUF-TITE' L--------- u COMPACTED BASE 2'f END VIEW — ---- -- I HEREBY CERTIFY THAT THE CONDITIONS 00 14't1. W/ 6" LAYER OF OR APPROVED EQUIVALENT FROM PROPOSED TANK) 1 ,. OBSERVATION PORT SHOWN HEREON ARE LOCATED AS THEY 0 CRUSHED STONE (TYP•) 21't ESTIMATED HIGH -6 .� SAND/ STONE 6" DIA. SCH 40 PVC. PIPE EXISTED ON THE GROUND AS OF 07-2 t$.. GROUNDWATER �` 2.000 GAL TWO-COMPARTMENT LONGEST RUN INTERFACE BOTTOM 12 TO BE SLOTTED (#20 SLOT) / EL_5'f DATE J � SEPTIC TANK W/SANITARY TEES DETAIL OF LEACHING CHAMBER (SET AT SAND/STONE INTERFACE) �/. ZDI o JOHN y�r�"LIQUID DEPTH OBSERVATION PORT v'TEE a McEL�J'JEF oC2*1,ol BELO�YYT OWDLENE � No. 33602 i � SCHEMA TIC FL 0 W PROFILE �j� °�F ,e�v 1 of j SHEETS a 4 FT 14 INCHES NO SCALE P.LS ' '` 19 INCHES 6 FT 24 INCHES ALL INSTALLATIONS MUST CONFORM TO THE MINIMUM REQUIREMENTS OF TITLE 5 ` FSS `0. A,.`�,• 7 FT 29 INCHES 2 PROJECT NO. �''�` C 16858.03 .41 ESTIMATED HIGH GROUNDWATER CALCULATION ��'' OAS 1 AL DEEP OBSERVATION HOLE LOGS - DATE OF TESTS: 5-7-07 - (USGS/CCC METHOD) N/A NO SCALE PERCOLATION RATE : LESS THAN 2 MINUTES PER INCH DROP , IN THE C HORIZON IN DOH IF 1 INDEX WELL: # ZONE: 1V V I EE.L�.L1V G DEEP OBSERVATION HOLE 1 ELEV=24 f P� � 736 a WITNESSED BY : JOHN SCHNAIBLE, COASTAL ENGINEERING DATE OF READING: DEPTH TO GROUNDWATER: '� OMPA Y INC. SURFACE DEPTH FROM SOIL SOIL SOIL COLOR SOIL � � H RE MUNSELL MOTTLING OTHER DONNA MIORANDI, HEALTH AGENT NO GROUNDWATER ENCOUNTERED TO ELEV=13.0't GROUNDWATER LEVEL ADJUSTMENT: NORTH BAY 260 Cranberry Hwy.Orleans,MA 02653 6" FILL HARD HARDENING AND I ACTUAL GROUNDWATER LEVEL 0 SITE: EL= o - 508.255.6511 Fax:508.255.6700 60 12 A LOAMY SAND 10 YR 2/2 ESTIMATED (MAX.) HIGH GROUNDWATER LEVEL EL- G1t DR B a 12" - 26" B LOAMY SAND 10 YR 5/8 1.1 �� _x-3,0 \\ & M ,. WEST BAY » » C _ 04 �, 26 - 132 SAND 10 YR 6/4 MED COARSE BENCHMARK: \ GRAND ISLAND TOP OF CONC BOUND I I \ 8 PERC Ar 54' ELEV. - 22.94 N.G.V.D. \ .3 I ATDEPTH I •. \\ x-2.6 \ -PATH \ \ T AA DEPIHWOF 132"ATER COUNTERED � "' \ �e� / x-0.5', NANTUCKE SOUND LOCUS OSTERVILLE, MA\ \ DEEP OBSERVATION HOLE 2 ELEV-24'f o�, \ \ e� 0.41\ \ x-3.5 KEY MAP DEPTH FROM SOIL SOIL SOIL COLOR SOIL OTHER x .122,2 \` \ \ \ _ _ 1 NO SCALE SURFACEHORIZON TEXTURE MUNSELL \� \\MOTTLING ��� \ \ \ � \\ x=2.3 " FILL PEASTONE AND ` \\\\ \ \\ \\ > 0 - 7 HARDENING a" N \ \ \ \� \ \ 1 7" - 15" A LOAMY SAND 10 YR 2/2 MAP 71 PARCEL 17 N��j \ \\\\ \ \\\ \\ \ \ PLAN REFERENCES. N z ppF.F�' x24.1/ \ \ \\ \� \ 6.1 \ k-0.4% x-1.5 \ 15" - 29' B LOAMY SAND 10 YR 5/8 x24.3 \ x23.4 \ \ \\\\ \\\ \\ ASSESSORS MAP 71, PARCEL 18 4 WOOD FENCE \ 22.0 \ \ �A \ \ x0.5 \ •; x_; o C BUILDING SEWER TO BE SLEEVED WITH• x244 ♦ \ \ \ \ CERTIFICATE 41989 v� 29' - 122" SAND 10 YR 6/4 MED-COARSE .� LARGER PIPE AND ENDS ENCAPSULATED . BULKHEAD\ 'a WITHIN 10' OF WATER SERVICE \\ CERTIFICATE 51391 24.11-\ x23.9 \ \ao\ \\\ \ \ \. '. \x•-2.1 LAND COURT PLAN 15354 NO GROUNDWA1M DK*UNTERED x24.1 's \ \ LAWN \ AT A DEPTH OF 122" \ \ . \ \ \ %\ \ 1 \ LAND COURT PLAN 13861 EXISTING CESSPOOL x22.9 \ \\\\\ \�\r\ \\ \\ -0.7•; 1 x-2.5 F 6g1 24.340 SCH 4o PVC I 24.1 \ \ \ \\\\\ \ \ \ 11 LAND COURT PLAN 15334 DESIGN CAL CULA TIONS \ �, CLEANOUTS AT GRADE w I \ R EXISTING CESSPOOL TO BE N \ x23.8 \ \ \ \ �� \ \ \ \ \ 1 LAND COURT PLAN 15792 DESIGN FLOW: 1 BEDROOM AT 110 GAL PER DAY PER BEDROOM = 110 GPD (330 GPD MIN. FLOW ALLOWED) PUMPED, BACKFILLED, AND 24.3 ABANDONED SEE NOTE { l 330 GPD X 20OX = 660 GALLONS USE 15M GALLON SEPTIC TANK, MIN. ALLOWED ( #8) `1 w Ln \ \ \ \ \ \ \ A 29.5 'L`x 10 'W. x 2 'D. LEACHING CHAMBER CAN LEACH: \ x .74 + 29.5 10 x .74 + 10 2 2 x .74 - 335.2 GPD \ �.FENS \ t 24.0 0 ��, 1 �� \ \ \ \ \ 012 N E. Vt 29.5 ( 2 ) 2 ( ) ( ) �a w 40 / \ \ \ FLOOD NOTE. w • \ SQp \ 24.3 x24.2/ �x- 2\4.2 � St, \ \\ \ \ \ \\ \\ \ \\ 11 1 4 q INSTALL. ONE ( 1 ) - 29.5 L x 10 W. x 2 D. LEACHING CHAMBER A 335.2 GPD > 330 GPD REQ D. _ _.24_ � \ 2� x-2.2 FLOOD ZONES C AND A14(EL12) AS tA ONE ( 1 ) - 1500 GAL SEPTIC TANK, MINIMUM ALLOWED f 24.3 w - _� \ gay ?¢� x22.9 \ \ \ \ \ \ \ \ 1 \�1 0 I SHOWN ON FEMA FIRM PANEL #250001 t 24.4 \ \ \ \ 1 I Y 1 9 ONE ( 1 ) - DISTRIBUTION BOX (5 OUTLET) T NG 24.4 24.0 \ \ 23.9 \ ` `` \1 \ ` \ \� \0.7 x_�\ 0018 REVISED �JL 2, 9 2. z . PGE 6.61 15 \ �p IGP 24 �/ N p \ \24.1 ��, �, 1 1 1 1 ' 1 1 1 \ \ NOTES eta 24. �,� x24.5 5�'° ��z�63' �' / 1 ' 1 1 , 1 1 , \ \ DA TUM NOTE: SEA. �a, 4.2� r' / �,� 23.9 1 1 I 1 \ / � ' . \ 1 I 1 1 \ a \ 1) GARBAGE GRINDERS ARE NOT ALLOWED WITH THIS DESIGN. ar#£ P �y / 24.3 o \ �/ ` - 24.0 x124.1 i a 1 1 1 ' 1 \\ \ \ \ ELEVATIONS SHOWN HEREON ARE BAS �`ZHOF sic 2) THE INSTALLER IS RESPONSIBLE FOR ASSURING THAT COMPONENTS OF 3t #82/7 1500 GALLON H 20 23.8 �• \ 1 1 ON THE NATIONAL GEODETIC VERTICAL THE SEWAGE DISPOSAL SYSTEM ARE DESIGNED WITH SUFFICIENT i 4«0 SEPTIC TANK QP I I 1 1 \ 1 \ \ \ o� o �B E STRENGTH TO SUSTAIN ALL LOADS TO BE IMPOSED ON THEM. ANY x24.5 H-2o i x23.9 23.8 I x23.0 \ 111 1 1 1 \ \ \ DATUM (NGVD 1929) U t/. COMPONENT OF THE SYSTEM SUBJECT TO VEHICULAR TRAFFIC MUST z x24.3 o a� D-BO j ' 1 \ -(1 7 x-1.4 � 3 24.2 24.1 � � 23.7 s �.,.. _. -2�- '� FLAGPOLE 1 1 � 1 1 6.7 \ \0.2 COMPLY IMTH A MINIMUM STANDARD OF A.A.S.H.T.O. H-20 WHEEL LOADS. F {`` `' 29.5'L x 1o'W x 2'D ti i •��' 24- `«x`; \ 1 1 1 \ \ \ \ I tip' JONN `sr ��N rF H-20 LEACHING CHAMBER ti 1 5 Ctt1�1 rna 3 PRIOR TO SETTING ANY SEWAGE DISPOSAL SYSTEM COMPONENT, INSTALLER - _ k 23. 23.7 i 21.4 1 \ \ \ ' ) � � � r � � 4 SCH 40 PVC VENT �o s!' l � ��� �5. u t \ \ I SHALL VERIFY EXISTING CONDI110NS, INCLUDING ELEVATIONS OF EXIT INVERTS, 4.1 I3 p., '""" \ \ \ \ 'ti .Iu DISCREPANCIES TO THE DESIGN ENGINEER. 2 WITH ANIMAL SCREEN 4 H �� x23.5 \ 1 AND REPORT ANY DISCI x2 max. 24.1 » ,, �,, >. , . � GRAVEL DRIVE j5 - S�NirAa 4) ALL GRAVITY SEWER PIPE SHALL BE 4 DIA. SCH 40 PVC UNLESS OTHERWISE r�«� , �,� � 23.t / � � ,; � I � » xH., .� X23.3 \ \ \ \ • , LEGEND NOTED. THE MINIMUM SLOPE 4 DIA. SC 40 PVC SHALL BE 0.01 FT'FT. I J {`}F GRAVEL p 24.1 �� ,/ \ 21.9 x21.6`� \\ 5 NO PART OF THIS DESIGN SHALL BE ALTERED WITHOUT PRIOR APPROVAL `4 R11�E \ _ Eon \ \ \ \ 1 \ a (,� / 22.6 �� 21.0\\\ \ \� \ \ 6.7 � \ X. ) FROM THE DESIGN ENGINEER AND THE AGENT OF THE LOCAL BOARD OF �' ��' `�" e�� 24.1 I \''� � -" �"' HEALTH. ALL REQUESTS FOR CHANGES SHALL BE MADE IN WRITING PRIOR ,z`` c - ,_H 23.3 EXISTING CESSPOOLS \ \\\\ \ \ \ -0•2 0.$ 1 , BOUND TO CONSTRUCTION. \ 23.7 J23.4 x 22.2 .�� 24.1 � \ \ \� \ � 5.81 1 \ \ \ \ 1 '' IRRIGATION VALVE 6) THE USE OF ALTERNATE MANUFACTURERS FOR SYSTEM COMPONENTS \ 24.0 1 23.1 \ \ \ 1 O SHALL NOT BE APPROVED IF THE USE OF THEIR EQUIPMENT REQUIRES ` x22.7 CHANGES IN DESIGN. j wy f 1 23.5 5° \ 21.4 \ \ \ \\ \\ \ 1 pd WATER VALVE V 7) THE INSTALLER SHALL ASCERTAIN THE LOCATION OF EXISTING UNDERGROUND "'w.z' t �� x24.2 I EpGE �pd 22.1 1 1 \ \ x23.8 r HYDRANT UTILITIES PRIOR TO EXCAVATION AND SHALL PROTECT UTILITIES WITHIN THE WORK AREA DURING CONSTRUCTION. \ d 4'm •a $ 1 1 \ .x-1.2 8 THE EXISTING SEWAGE DISPOSAL SYSTEM INCLUDING CESSPOOLS SHALL BE \ §'z F 24.0 �� / ( ) f / 22.8 1 l 1 II \I 6:5\ -p,5 ® ELECTRIC METER PUMPED, FILLED WTH SAND, AND ABANDONED (STUDIO/GARAGE ONLY). 2r2 6 x22.6 9 ALL SYSTEM COMPONENTS SHALL BE MARKED WITH MAGNETIC MARKING TAPE LL,, Sry I PILING 22.8 OR A COMPARABLE MEANS IN ORDER TO LOCATE THEM ONCE BURIED. ,y _ Q 120 x23.8 22. I I I o \ -0- UTILITY POLE H \ x22.7 �, -- - - - - x22.5 1 I I I 1 I \5.7 ^ �� � ` x22.4 \ \ --< GUY WIRE 2 1 \ x23.4 TREE A s �. 23.7 x22.7 MAP 71 PARCEL 18 1 1 I 1 12 16.9 { AREA = 84,677f SF 1 1 1 1�,�1 1 I x FENCE $} ," AREA ABOVE COASTAL BANK = 75,538t SF 1 1l I 1 I I �g1 11 i T HONE LINE � 21.9 . 1, ! 1 ►� �I I _ TELEPHONE a Q _ RCONSTRUCT -10- - CONTOUR ONE W 29.5 L x 1!J W x 2 D LEA-0 CHAMBER P_ BY PLACING THREE 8' 6" x 4'-10" x 2'-10" H-20 LEACHING CHAMBER UNITS END TO END WITH 2'-0" STONE ON ENDS AND - EDGE OF MARSH " USE 500 GALLON LEACH CHAMBER 20 10 0 20 60 W W 2-7 STONE ON SIDES. ( � p-1 UNITS AS MANUFACTURED BY SHOREY PRECAST OR EQUAL). r WITH PROPOSF.Q A E>asTLNG GARAGE 4 PVC VENT THRESHOLD ELEV-24►63 ANIMAL SCREEN (SEE 1 inch = 20 ft. 23.8+ SPOT GRADE W - RAISE oovERs To 1MTHW 3'-� PLAN FOR LOCATION) ,Q OF FINISH GRADE (THIS AREA IS SERVED BY TOWN WATER) F1HI$H GRADE 2' MIN. U w Yk O 9' MIN. H-ZO X� Mv" a N 3' MAX. D13DX MINIMUM DBOX INSIDE �, MAX. DBOX INSPECTION NOTE MENSIONS 12'xi2' SCALE 4' DIA SCH 40 PVC PIPE DROP.-r MIN - r MAX. 2 YER qF THE STATE ENVIRONMENTAL CODE, TITLE 5, REQUIRES INSPECTION(S) AS NOTED FLOW LMIE • 4 DIA SCH 40 PVC PIPE N. 4 DIA SCH 40 PVC PGPE 1 TO 1 2' SroNE OF THE SEWAGE DISPOSAL SYSTEM BY THE DESIGN ENGINEER. DRAWING FILE 0r�orm Ma -�-- PIP� p� W 2'-o INSTALLATION CONTRACTOR MUST NOTIFY THE DESIGN ENGINEER DATE ACTIVE PRIOR TO THE START OF INSTALLATION FOR DISCUSSION ON C16858.DWG *21.5i 21.00 15M GALLON H-20 LEVELER INVERT �,TM w I APRIL 13, 2007 % SEPTIC TANK 2Q7S 2Q40 20.23 20.00 N REQUIRED INSPECTIONS. ' °• W ITARY LEES INV. 3/4 TO 1 1/2' r '_0» e ` -Q DRAvvNBY ALL DOUBLE WASH STONE o o O O JKL 8 COMPACTED BASE I O j � .® W/C LAYER OF 16.00 THE Mt SLOPE CRUSHED STONE '- ' THE FORMATION HEREON HAS BEEN PREPARED ACCORDING ll, cr�cxED BY PIPE ISIAS 1R�FT - I THE REQUIREMENTS OF TITLE 5 OF THE STATE ENVIRONMENTAL /6 COMPACTED BASE GAS BAFFLE USE N W/6' LAYER OF 'TUF-11TE' OR LINE(s) DOTING D13OX MUST FarAIN END Mom, CODE FOR SUBSURFACE DISPOSAL OF SANITARY SEWAGE AND $ h CRUSFI:D STONE APPROVED EQUIVALENT LEVEL FOR 2'-0" BEFORE PITCHING I DOWN 10 tEACItING FACILITY _ 29'-6" LOCAL BOARD OF HEALTH REGULATIONS. � OUTLET TEE DEPTH U 47'1 LWD DEPTH BELOW FLAW LINE 17't 11'f ESTIMATED DEPTH TO HIGH ^ LONGEST RUN r7 GROUNDWATER IS > 5 FT V s 19 INCHES i DETAIL OF LEA CHING CHA MBER6 FT 24 INCHES C2*1,ol f0ONTRACTDR TO VERIFY EXISTING 7 FT 29 INCHES v BUILDING SEWER EXIT INVERT AND NO SCALE N07FY ENGINEER IF LOWER SCHEMA TI C FLOW PROFILE O w 1 1 ALL INSTALLATIONS MUST CONFORM TO THE MINIMUM REQUIREMENTS OF TITLE 5 _of _ SHEETS A O PROJECT NO. C 16858.0Q w ESTIMATED HIGH GROUNDWATER CALCULATION OASTAL DEEP OBSERVATION HOLE LOGS DATE of TESTS: 8/13/07 N /A (USGS/CCC METHOD) - NO SCALE PERCOLATION RATE ;.LESS THAN 2 MINUTES PER INCH DROP �r �T DEEP OBSERVATION HOLE 1 ELEV=226 t P 1181 4 IN THE C HORIZON IN DOH # 2 INDEX WELL ZONE: NGINEER LNG SOIL SOIL COLOR WITNESSED_BY : JOHN SCHNAIBLE, COASTAL ENGINEERING DATE OF READING: DEPTH TO GROUNDWATER: � O�tilV i INC. DEPTH FROM SOIL SOIL H TEXTURE MUNSELL MOTTLING OTHER DONNA MIORANDI, HEALTH AGENT SURFACE NO GROUNDWATER ENCOUNTERED TO ELEV=12.4't GROUNDWATER LEVEL ADJUSTMENT: NORTH ear 260 Cranberry Hwy.Orleans,MA 02653 p" _ 2" 0 ACTUAL GROUNDWATER LEVEL 0 SITE: EL= �� 508.255.6511 Fax:508.255.6700 2' - 9" A LOAMY SAND 10 YR 3/1 ESTIMATED (MAX.) HIGH GROUNDWATER LEVEL EL= GR DR B I A� » _ 9 368 B LOAMY SAND 10 YR 5/6 -1.1 x-3.0 WEST BAY • » C SAND 10 YR 7 3 NONE MED-COARSE NO GROUNDWATER ENCOUNTERED •• 'ry \\ RAN ISLAND 36 120 / BENCHMARK. � GRAND SLA D c LOOSE AT A DEPTH OF 12O" TOP OF CONC BOUND I I \ ELEV. = 22-94 N.G.V.D. PHEASANT 3 l \ x-2.6 \\ PATH o \\ ��OS x-0.5•, \\ \ NANTUCKET SOUND LOCUS 0$TERVILLE, MA s't 0.41 x-3.5 KEY MAP DEEP OBSERVATION HOLE 2 ELEV 22 \ \ 1 NO SCALE °Q \ \ - x OTHER \ \ \ �� \ $ SOIL SOIL COLOR SOIL 22.2 ; DEPTH FROM SOIL HR R A TEXTURE MUNSELL MOTTLING x �1�' ` \ \\ \� \ \ x-2.3 O » " d \ \ \ \ \ •• W 0 \ 3 0 a' MAP 71 PARCEL 17 �N \\ \ \\\� \\ \ 1\ 3" - 7" LOAMY SAND 10 YR 4/1 PLAN REFERENCES. h A ppF,F�'N / x24.1/ \ \\\\ \� \\ 6.1 `\ k-0.4•. x-1.5 \ �` 0 5coc� x24.3 \ \ \ ! \ \ \ ASSESSORS MAP 71, PARCEL 18 T - 30" g LOAMY SAND 10 YR 6/8 wooD FENCE \ x23.4 22.0 \\\\\ \� \\ \\ \ A \ \ x0.5 x24.4 ® \ \ \ \ ,• \ x-3. CERTIFICATE 41989 r _ " PERC AT 60' BULKHEAD \ \ 30 126 C SAND 10 YR 7/3 NONE MED-COARSE \ \ \ ! \ \ �y \ v LOOSE NO GROUNDWATER ENCOUNTERED AT A DEPTH OF 12 */ \ \\ \�\!\\ \ �2 \b ' \ CERTIFICATE 51391 6" �p 24.1 \ x23.9 \ \ \\ \ \ \ \ cn \ o \ \x-2.1 LAND COURT PLAN 15354 x24.1 ® � \ LAWN 26�`$Z T \ \ \\\\\ \ qb\ \ 1 \-0.7- 4.0x-2.5 LAND COURT PLAN 13861 24.3 EXISTING a / \ \ 'lb�� \ \ \ \ \ \ I LAND COURT PLAN 15334 6� WATER ! ! � \ 1 �a DESIGN CALCULATIONS N SERVICE 24.1 \ \ �� \ \ \ 5 \ ! 1 a \ x23.8 \ \ \ `\ \ \ \ : 1 LAND COURT PLAN 15792 DESIGN FLOW: 5 BEDROOM AT 110 GAL PER DAY PER BEDROOM = 550 GPD �, ' 24.3 , F \ \ \\\ \ \ \ \ \ ,• 1 I 550 GPD X 200% = 1100 GALLONS - USE 1500 GALLON SEPTIC TANK, MIN. ALLOWED410 j w fJ, \ \3 \ \ \ \ \ \ \ 1 x- I A 42 'L x 1283 'W. x 2 'D. LEACHING CHAMBER CAN LEACH: `` � c �'2c \ \ \\\\! \\ \ \\ Vt - 42 ( 2 ) 2 x .74 + 42 ( 12.83 ) x .74 + 1283 ( 2 ) 2 x .74 _ 561 GPD \ P\� NCE \ w z -_' -- - .0 24.2 ��� \ \ \\ \ \\ \ \ �2 FLOOD NOTE: 24.3 \ \ \ \ \ \ \ p INSTALL'. ONE ( 1 ) - 42 L x 1283 W. x 2 'D. LEACHING CHAMBER A 561 GPD > 550 GPD REQD. 4� %. 1-2.2 FLOOD ZONES C AND A14(EL12) AS ONE ( 1 ) - 1500 GAL SEPTIC TANK, MINIMUM ALLOWED 24.3 w �' ._ �✓�, \, . �o ,� 2¢ x22.9 \ \ \ \ 1 I / / / y \ \ X�1.0 SHOWN ON FEMA FIRM PANEL250�1 ONE ( 1 ) - DISTRIBUTION BOX (5 OUTLET) T �0/NG ,l 24.4 j �'' ' ;23.9'' \:' 9� 24.4 � 24.0 \ \ \\ \ \\ \ \ \ 0.1 x-11\9 0018 REVISED DULY Z, 1992 w�.� w ✓ y,\S� ON` \ w \ \ ` 6.6 \ d I IXs`�'ro o 1 OE�RO RP�� 1 " i63 1 1 \I 11 1 1 1 7 \ '• \\ z „ w 24.0 / o \, 24.1 sEAi. NOTES ak,�,, 24. �� x24.5 s� � e3 y . rf 1 1 1 , I 1 \ ! DA TUM NOTE: L ws 'l� I 23.9 `� r 1 1 1 \ 1 GARBAGE GRINDERS ARE NOT ALLOWED WITH THIS DESIGN. r:, ° 4'2i / � 'PROPOSED 1 I 1 \ _�, POLE /f�� 9°° \ , /� EXISTING CESSPOOLS 1 1 q 1 \ \ ELEVATIONS SHOWN HEREON ARE BASED "�F f :CLEANOUT 1 1 1 \ 2) THE INSTALLER IS RESPONSIBLE FOR ASSURING THAT COMPONENTS OF \ fi t #82/T �' .3.8 1 \ k\° I (TO BE FlILLED BY HAND) 1 1 ON THE NATIONAL GEODETIC VERTICAL THE SEWAGE DISPOSAL SYSTEM ARE DESIGNED WITH SUFFICIENT , ��,,g ry, i 24 0 \ P r i ° :, 23:8 SEE NOTE#8 1 1 1 \ ! \ DATUM (NGVD 1929) o H E�� v STRENGTH TO SUSTAIN ALL LOADS TO BE IMPOSED ON THEM. ANY • fi . x24.5 x23.9 1 \ \ • 1 VEHICULAR TRAFFIC MUST n asi� x24.3 \ \ 1 �\ 1 \ \ k-0.7 1 COMPONENT OF THE SYSTEM,SUBJECT 1L1 •4 ;r 24.2 24.1 :/ ,2 .7 s _ -2� / FLAGPOLE 1 1 1 6.7 0.2 COMPLY WITH A MINIMUM STANDARD OF A.A.S.H.T.O. H-20 WHEEL LOADS. \ 1 1 3 PRIOR TO SETTING ANY SEWAGE DISPOSAL SYSTEM COMPONENT, INSTALLER Y°{ y: 23. PROPOSED k \ 23.7 21.4 1 \ \ \ 5. _ b ALL VERIFY EXISTING CONDITION INCLUDING ELEVATIONS OF EXIT INVERTS, 3 / C �r . . \ \ \ SHALL CONDITIONS, INCLUDING � 24.1 1 ,.�. 1500 GALLON AND REPORT ANY DISCREPANCIES TO THE DESIGN ENGINEER. ° ha R 1 \\\ #"^ :\ H '-SEPTIC TANK x23.5 ► I 24.1 ' x2� 1 9 < 3 h .4...-. . - ` - 4) ALL GRA VITY SEWER PIPE SHALL BE 4 DIA. SCH 40 PVC UNLESS OIHIERWISE ,. 4,.��, t ,.,., .. . . ... :,.. , , �. . GR vEt. kE . .. . •23.4 . . .. . . � k ; r tc 4 /.. PVC .SHALL BE 0.01 FT �... ,_ � .. . � . • •.. . .. .. . . .. ... •' ' :•� �awN �� \ NOTED. THE MINIMUM SLOPE OF 4 DIA. SCH 40 / ,. 21.9 \\ ,ty GRpyEI DRI 24.1, 23.3 ,, I�oc \ \ \ \ \ w TH T PRIOR APPROVAL . , :• \ ' fir; \ \ \ a 5 NO PART OF THIS DESIGN SHALL BE ALTERED WI OU ti • r - \ \ FROM THE DESIGN ENGINEER AND THE AGENT. OF THE LOCAL BOARD OF ,> f .:� ';��;,''• •2.4:1 : t 22.6 21.0 \ \ 6.7 1 F 4 .. • w F CHANGES SHALL BE MADE IN WRITING PRIOR ' ' ;r I' PROPOSED \\ _ HEALTH. ALL REQUESTS OR PROPOSED SEPTIC SYSTEM 23 3 ©.. 1 \ \ \ \ 1 �C 0 8 1 UPGRADE. REFER TO PLAN 1"--SILTATION BARRIER \ \ -0.2 w TO CONSTRUCTION. \ F 24.1 23.E ' : J23.4PREPARED BY COASTAL 1 x 22.2 \ 5.8 H AND MACHINE \ \ \ \ \ 1 ■ BOUND ENGINEERING REVISED 5-7�-07 FOR 2 1 WORK LIMIT 1 1 �6) THE USE OF ALTERNATE MANUFACTURERS FOR SYSTEM COMPONENTS \ 24.0 IRRIGATION VALVE Y a - SHALL NOT BE APPROVED IF THE USE OF THEIR EQUIPMENT REQUIRES 1 ;;:� DETAILS (BARNSTABLE #P11736) DOH 2 1 x22.7 CHANGES IN DESIGN. f 23.5 D-BOX ysxva, PINK of con \ \ \ , 1 wv N 1 a pM�� 21.4 \ \ \ \ z D4 WATER VALVE 7 THE INSTALLER SHALL ASCERTAIN THE LOCATION OF EXISTING UNDERGROUND ;: rt �� x24.2 I ocE°� ♦ stiy cod o FR \ AN SHALL PROTECT UTILITIES WITHIN THE 1 F' °` 1 oM�oP11 \ \ 1 \ I UTILITIES PRIOR TO EXCAVATION D v y 4 ik r 'P / ♦ Qf ...' ♦ 1 \ ► HYDRANT w , t ! x23.8 ♦ .tea str ,,nt:. r n iffywrr ,d, E:" Q ..1 N 1 \ \ WORK AREA DURING CONSTRUCTION. .x-1.2 8 THE EXISTING SEWAGE DISPOSAL SYSTEM INCLUDING CESSPOOLS SHALL BE t� �� „ 24.0 �• / 22.8 -' `� �'` ;'�' I 1 1 I \ 6.5\ -0.5 ® ELECTRIC METER PUMPED HAND FILLED WITH SAND AND ABANDONED. ) \ ♦DOH t °" "" r 22.6 I o,� ♦ \ I I �E CEP ; ♦ 1 I 1 \ © PILING Q z 9) ALL SYSTEM COMPONENTS SHALL BE MARKED WITH MAGNETIC MARKING TAPE i ♦ I I I I s OR A COMPARABLE MEANS IN ORDER TO LOCATE THEM ONCE BURIED. �hROPOSED x 22.8 1 I I o \ 9 k wxx r -�\ x23.8 RE _s,,,,�!�' 42'L. x 12.82'W. x 2'D x22.5 22. I I i I i I \ a -O- UTILITY POLE ►,,� c .} \ \ - x22.7 \\ r \\ x22.4 III I I 7 ---< GUY WIRE LEACHING CHAMBER I I I 1 1 9 1 TREE A MAP 71 PARCEL 18 1 x22.7 1 0 6.9 i m s1 f, 23.7 / i g� I I I I U1 ,� AREA = 84,677f SF 1 1 1 �I I i x FENCE AREA ABOVE COASTAL BANK = 75,538f SF �C.1 1 c �. 1 I l i INI9 I T TELEPHONE LINE \ x22.1 2 .9 I I I �I 1 I � S ONE (1)- 42'L x 12.83'W x 2'D LEACHING CHAMBER CONSTRUCT x21.0 21.4 x22.3 \ I i I 1 IN' I - -10- - CONTOUR BY PLACING FOUR 8-6 x 4!-10' x 2'-100 LEACHING CHAMBER l I 1 I I I - ' - EDGE MARSH w a UNITS END TO END WITH 4'-0 _" STONE ON ENDS AND 4'-O" , STONE ON SIDES. (USE 500 GALLON LEACH CHAMBER UNITS AS A Q MANUFACTURED BY SHOREY PRECAST OR EQUAL). 20 10 0 20 60 w DOSING ELLEEV-24.8t w RAISE COVERS TO WITHIN 3' OF FINISH GRADE 1 inch = 20 ti~ H FINISH (MADE (THIS AREA IS SERVED BY TOWN WATER) o e w 9' MIN. 3' MAX. D'BOX MINIMUM WBOX INSIDE - INSPECTION NOTE -INY MIN - 3' MAX MENSIONS 12'x12' �' MAX THE STATE ENVIRONMENTAL CODE, TITLE 5. REQUIRES INSPECTION(S) SCALE AS NOTED 4• DIA SCH 40 PVC PIPE �' , • 2"�YER FLOW L.NE 4 DIA SCH 40 PVC PIPE -� IN. 4 DIA Sqi 40 PVC PIPE 1/ TO 1 STONE D BOX � F;m _ OF THE SEWAGE DISPOSAL SYSTEM BY THE DESIGN ENGINEER. t0' so:eaAw INSTALLATION CONTRACTOR MUST NOTIFY THE DESIGN ENGINEER DRAwsrrG FII,E u4n wnx PIPE OR Ow DATE C16858.DWG EFFECTIVE PRIOR TO THE START OF INSTALLATION FOR DISCUSSION ON c •21.31 20.50 1500 GALLON 2Q25 19.50 LEVELER IN T DEPTH 9/0447 , REQUIRED INSPEC110NS. SEPTIC TANK 19.33 19.00 3/4' TO t 1/Y DRAWNBY WAMITARY TEES ALL INV. DOUBLE WASHED STONE o• SMR CHECKED BY 8 • .m OOMPACTED BASE r � '-0 NOTE: JGS THE MINIMUM SLOPE FOR W/8' LAYER OF 17.00 . _p z 4' DIA SCH 40 PVC CRUSHED STONE - 5 MIN. o �� 1 I THE INFORMATION HEREON HAS BEEN PREPARED ACCORDING TO /6' COMPACTED BASE GAS BAFFLE u '- • T O ALL 10 o O Q Q THE REQUIREMENTS OF TITLE 5 of THE STATE ENVIRONMENTAL N .� W/0' LAYER OF 'TUF-17r OR LINE(S) DOTING D13OX MUST REMAIN END MEW CODE FOR SUBSURFACE DISPOSAL OF SANITARY SEWAGE AND CRUSHED STONE APPROVED EQtAVAIFNT LEVEL FOR 2'-0' BEFORE PITCHING o. LOCAL BOARD OF HEALTH REGULATIONS. Q DOWN TO LEACHING FACILITY OUTLET TEE DEPTH4. tJQIAD DEPTH 2Tt 20't NO GROUNDWATER ENCOUNTERED t BELOW FLOW LINE LONGEST RUN ELEVATION OF GROUNDWATER ei 42'-0" U 4 FT 14 INCHES 5 FT 19 INCHES 91 TRACTOR 10 VERIFY E>aS11NG 6 FT 24 INCHES C2*10 EN DOT�F 7 Fr Nis SCHEMATIC FLOW PROFILE DETAIL OF LEACHING CHAMBER C THAT SHOWN ON PLAN of SHEETS w y ALL INSTALLATIONS MUST CONFORM TO THE MINIMUM REQUIREMENTS OF TITLE 5 NO SCALE 1 '1 q PROJECT NO. - w v C16858.00 I I - --- --- - - - - - - - - -_- - -- --- - - ----- ------ -- --- -- - - TE OASTAL BENCHMARK: TOP OF CONC BOUND OD1 \ `41 NGINEERING ELEV. = 22.94 (SEE DATUM NOTE � ( \ � �� ,, �� _ , OMPANY, INC NORTH BAY' `�:,. "_"+ 260 Cranberry Hwy.Orleans,MA 02653 t \ \ \\\ \ \ \ \ 508.255.6511 Fax;508.255.6700 GoQ- ISLAND OR 6R1D �\ o TREET I \ \ \ 1 MAP 71 PARCEL 17 s� � \ \ \\\\\ \�\ \\ \ \ ��. ! ::;; *ESTaAY �{ \ A GRAND ISLAND o r' € " jli WOOD FENCE BULKHEAD \ \ \ \ \ \ \ b .r \ \ \ \ \ y a PHEASANT '" � � \\\ \\\ � o � \\ \, , w \ �� \ -o \ \ \ \ \ \ �01 NANTUCKET SOUND LOCUS BARNSTABLE, MA ExIsrlNc KEY MAP 1-BEDROOM r E �.... " \ X 22,9 \ \c am\ \ m \ \ \ 4 �8 I 3 r Vo \\\ q, 4y. o NO 'SCALE A EXISTING \ fj \ -�a , eC \ STUDIO GARAGE TO BE REMOVED N 6 SERVICE w+. f \ LAWN ' ' PLAN REFERENCES. ASSESSORS MAP 71, PARCEL 18 4 EXISTING PAVEMENT CERTI A TO BE REMOVED _ ---24 FlC 419$9 w A a. LAWN CERTIFICATE 51391 t w ter- LAND COURT PLAN 15354 J.. " ,- ` "� x ` � Y" ,,, it \ •'. ����. ' Y .,. � - d> LAND COURT PLAN 13861 � 'i '`�� � , � .. I `` +� T PLAN POLE#82/7 ff , \ , \ ROPOSED LAND COURT 15334' r. Fr`h ! ii. L. CLEANOUA. I I l 21 / 1 . 7 �'. , „- �.. rrr//,•/r.//ir ,// LAWN � �; 1 ,� ,, � � \y 1 :� ,f��. \ 1 � � ' \ \ - \ 1 LAND COURT PLAN 15 92 24; 4 „ : /�/i/�//�ii�/ fix/i/!'r j rj ... _ FLAGPOLE FLOOD NOTE: 4( ) A 3,6 FLOOD ZONES C AND Al EL.12 AS /r� / rr//; /j/. . . �:,�: � � ., ��, r -SHOWN ON FEMA ARM .PANEL �250001 C") S� //rf A \ y,,, 4,.1 . '��;'%%< %• ASP ALT : F' � l V >� 1 0018 REVISED JULY 2, 1992. '7o ':` /ri��%/% /i%%r/ EXISTING SEWAGE DRIVE �. V i \ PAVE _ . . ��. .;�,. '�,r/'. i/,i/'/,!i tISpOSAL SYSTEM x EXISTING P _� / ii�/i//r// I \ A z C� TO BE . , ,//�fr. ,'/;% :, . y V ' a ,. DATUMNOTE. SEAL -100�. 23,3 ELEVATIONS SHOWN HEREON ARE BASED 2 ON THE NATIONAL GEODETIC VERTICAL PROPOSED r;,/,/!/r//'i ..{ ; OE \ 1 , DATUM (NGVD) r� �0H �^ PAVED DRIVE '/'/f'%%% r { ., K pop \ \ \ ti Ira /i t LPL gpN - y / l x 3,a ��a,«� � x�, �� � �� ��� � � v,� o o ' � y, � v`� r � � LEGEND BOUND ENISiING SEWAGE DISPOSAL SYSTEM \ , , I I , 1 °Do , IRRIGATION VALVE rn -18 rn _ _ X 21 I I l I \ Iwv WATER VALVE100 \ ran q rn 2 I � HYDRANT \ MAP 71 PARCEL 18 mg]i I ELECTRIC METER X 22. r 11 ,T\$t I � ? AREA = 84,677E SF � � t �- PLAN as ,/ � ^s AREA ABOVE COASTAL BANK = 75,538t SF ?I� �, I AN QP' UNDERGROUND PROPANE TANK ti iN` I \ �' I cli .. ` , ' 1� iZ ml �� I 20 10 0 20 60 o UTILITY POLE rh POLE I X 2,,LI3,. I I I" ' X 23,2 I f \ � I I I I ` 1 I _ --< GUY WIRE 1 inch = 20t. TREE om �� O p e . M . '/ I I I I; co , ; ' , ( >< FENCE C) r ` 21,I 1 \\ X 21:1 /�ti 4 ' 1 ' I T TELEPHONE LINE �� ,, ..., - -10— — CONTOUR EDGE OF MARSH w \ I I I I � . -L I I x 21.E / \ p I t.11' �- 29.51 x 3 1�`Y. }.- ;_ twC-."sL'ING CF]A�.lt L�:, '. I"'�:.I Gs;I: �. t ■ . `-i ! �� S F§ TI REE? L"i--0 .i,'. I`�" x .....10" I !1 I_EACI-1INJIG .� `�' H,�i;<131 UNITS END T aW �WITH � 0 ,�?I�Isi �i3� I�:.J#{ ,r,� 31-0 �E O SINES. (USE 500 GALLON LEACH CHAMBER W w 304 r,, a ,; I",O;IRMI I '' IE PRECAST R '.`t. , i _ Y f� PROPOSED EkI llp 1 IANIMAL SCREEN (STE '57" W PROPOSED GARAGE SLAB - rI z i ,fC � i MI Ix:! z m... _. .,..,., .. �i PLAN FOR Lt} T,, W S 82�6 MAP 71 PARCEL 19 OVANISH GRADF C , FINISH GRADE—,, € .. ._ ' .«.. ____....._. ,✓ ._, .._.._. ..W.v_. ,...,,..« ...._ .., _meµ-... ..... �`'= .. . � E-+ � W r a Iv 10, � BOO' lI1II l d '?Ox INSIDE , rtd it � POLE f DIMENSIONS 12'x12' � � ; 2/5 GPCP; I, i _ : , � �' t� „ SCALE e DIA SCH 40 PVC PIPE _ ,._. :_. / . PCP n: L� `ER OF' c_Ct a.?aF ...., DI. SCH `, t C' `PE NA Sl. t 40 PVC FIi: — . , -, =J2 SON AS NOTED � BEL01 .. 2' C DRAWINGFILE LIlha :: tt;A PIPE- C FLtI'=, 2t.7,, . 1500 INVERT EFFECTIVE ALL ��/ � � G168S$.dwg a t. G LLi" � 4 / � ��'I �/ DEPTH DATE N SI.I' ,tLIIt1 �, 1 1 a' 1 11-22-13 d/SRIp} ¢p €"ld'! 6 I',!` t -i. m� �- .. .. .... 1,11..: ti Df ALL I r DOUBLE �'��Si <:? STORE DRAWNBY Zit 1, Pt 4 I a M M _ COMPACTED I JLH N THE MIN" SLOPE FOR :. . CHECKED BY N. « ........... _. .... 4 DIA SCH 40 PVC . S;G.1I t.. ' PIPE IS 1 8 P FT COMPACTED 'z I HEREBY CERTIFY THAT THE CONDITIONS o / " PERI BASE �$4 S Ak.FFImI: USE-1 SHOWN HEREON ARE LOCATED AS THEY ! g: ..F ; , .._ .. .... , df S €A A f 11.tI fr. CIS �,�'�'E(S) EXITING O'BOx MU r UMA I� A EXISTED ON THE GROUND AS OF 11-20-13. CR ,SHED STIONE APPROVED EQUIV>��!�:N LEVEL F0,=3 Z-O' ;� ORL �JOHi�2 I � �. yf;E�� N DOWN TO LLAC I'iC I Fil l0 I ' �C I = 3«_ DATE Nov.. 2Z, 2G�13 27t U0 L 0EPII � I 11'� r: ' CSTIMA s D O H!t,H BELOW Lai IIkl � t �ta ?C„ !S FT LONCEST RUN �G. 4, S I'T 19 !N-Wl S V t t ()F.bf�, s bq C2*1el U P.L.S 0,1, C, r„ 24 !NIC-Y *CONTRACTOR TO VERIFY EXISTING � � 9 (NCH ES � Q Ildl , c� JOF;i! BUILDING SEWER EXIT INVERT`AND e, U 0 tVILt�"TIFF NOTIFY ENGIEER IF LOWER SCHEMATIC FLOW PROFILE o �No. 3ts'02 x v q� ALL INSTALLATIONS MUST CONFORM TO THE MINIMUM REQUIREMENTS OF TITLE 5 1 OF SHEETS A { 55sC3 �SUR r� U PROTECT NO. C16858.00 ---- -- - 1 PAUL F. WEBER ARCHITECT, LLC. 449 Thames Street Suite 202 Newport, RI 02840 Tel: 401.849.3390 13'-811 Fax: 401.849.3397 O O -------------------- -------------------- www.pfwarchitect.com _ _l W D L I u FOLDING AREA I DN m DN I SHOWER ;< 319" X 6'9" I LL LAUNDRY , 102 CHANGING 103 BATHROOM C� - DN DN N W B z w m -- - STORAGE CABINET 101 W/SHELVING ABOVE...... ..... 101 a RAISED HEARTH 12"A.F.F. FRIDGE TOWEL � I WARMING DRAWER 7�-101 o A m LIVING DINING No o L_ - -1 � W PIZZA TRASH WINE 104 104 — g ICE — O MOO Id' o Ln V 1 N M cv g r- GRILL _ ° i DW A KEGERATOR M m m D N O Job#: 1625 — TRASH I I TRASH = Revision: 777 C — i DN LI DN I DN Phase: PROGRESS SET - Description: 1 O 1 (JXD POOL HOUSE FIRST FLOOR PLAN • � III II I O - Date Issued: 11.14.2016 Scale: AS NOTED 11'-43„ 111-113„ 4 4 4 0 2016- PAUL WEBER ARCHITECT, LLC 44'-1111 1 POOL HOUSE FIRST FLOOR PLAN SCALE: 1/2" - 1'-0" - I- - - 11 I I- ­ ­ ­­ ­ ­ � � ­ I I ___ — I . - - I---,--- I'll , — __ .__ - __ -1 1--­ I I ­ ­ I- .-- I - I � — - __ ­ I � 11 ­11 -1 . I --.-- __ __I I I - - ­ � I I ­ - _______­­1 . � - - - ___ I � I— — -1 I _­ _. I I ________ I _­ -___ --- -1 ­1 - -I_-11 I I—- __ - _­ � - I , I— "I __ ­ I ---�--l�-11---""�---,---''-�-''-,----,-,', - ­__ - 1. 11 I � I ­ -1 - __.___­ ___.________ -�,�--,--"''�,-''-,�,�-,-,.--,''-"----- _______ 1.11, 1. ­_- � � I . . . . I . . � I I I I . I I � . . I I . . I . . 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I I DEEP OBSERVAT10N HOLE 1 EL. = 22.0± � I . I . � I I . I I 11 11 , ­ (USGS/CCC METHOD) . N/A SHALL BE SET WITHIN 75-FEET OF PROPOSED SYSTEM. � � - VERIFY ALL SEWER EXIT LOCATIONS PRIOR TO INSTALLATION OF . I � . . I � . . .. I � 1. PERCOLA11ON RATE : LESS THAN 2 MINUTES PER INCH DROP IN THE: �� . -.010100- I 11 I I � � .. I 1__ - -_ I 11,,, I I-r ... I OTH�ER � .I I I .. i - - � � . I I 1. . - 1 . .. 11 ANY SYSTEM COMPONENTS. I 11� i17 . DEPTH FROM SOIL SOIL COLOR SOIL C HORIZON IN DOH # 1 AND DOH #2 1 .. . I . INDEX WELL: #_ ZONE: � ", � _419p . � wa� I I ­­­ -1 SURFACE HORIZON TEXTURE (MUNSELL) MOTTLING I ' 'I . .1 I I .1 I - � � .. ­ I..... ...I . I ''...'... .1 � ........ I . ­ 11.1 . .." ,=�: 1­�� ­_� ,I . . . . � - - . . I.WIT.NESSED BY : JOHN G. SCHNAIBLE, CEC I .� � � DATE OF READING: . , . DEPTH TO GROUNDWATER: I I . � . .. ... ... . �. . .. I. ­ . I 11­1 ." I (A �: � � . . . . - � I 11 � I I . 1. . . I . . . I I '.. - t� . . . "I O" - 2" 0 LEAF LITTER . I I . . I � . � . . , COASTAL . I . . . - � I . , . - _. I DAVID STANTON , HEALTH AGENT I I GROUNDWATER LEVEL ADJUSTMENT: . I . I I . 11 �. . . �I . . .. . I � I - � . . . . � . 1. . . I I I I . .1 . ..I .I . � -"11"'.1, "I'll',, . � . I - . . - . .1 I . I . .1. � . I 11 � . � . . . � � 11 ,. . .. I . . . I� . � . . I. . .. I ''I "'I" NORTH BAY ,"" I . . I , . . I I 1, .. � I ..... . . . . . .: I 1". �'� . � � I 11 I I . . .. . . I .. I . . � I � . . .. I .. . . . , � engineering co. . I . I . I .1 . .. I � � . .. . . I I . . I . I. . 1,�, 20f - 6" A SAND 10 YR 3/1 NONE LOOSE SAND � I I . I . I I I ACTUAL GROUNDWATER LEVEL @ SITE: EL= I � . . � I . - � . .. I .. . . . . ­� . . � . . . . . ,�, . . . . � � . . .. � � I . � I . � . . .. . I -- - "i, - . 11 I . - 11 , 1. � I � I I . I 1 . I I I I I I I � . .1 �' .. . I I . . ", " �5­ Z"',_ . � I .11 I I . . 11 ASSESSORS MAP 71 PARCEL 17 , . . . I I I . I ... I I I I I I . I� . I � � .� � ,/ ,_1 Zzi', , 260 Cranberry Hwy,Orleans,MA 02653 � I I I . . . , I I . . . 11 . .. . I I . . . I . . I . . . � i ­ � � � 1. .. . I � I � � . �I I 1. I . I . I I . � I ­ .1 `1 508,255.65n P 508,255,6700 F .1 . I I . . I I . I .. . . 1 . . I . . . . I . . � 1. TED (MAX.) HIGH GROUNDWATER LEVEL: EL= . I � 1, - I E SAND � 10 YR 6/2 NONE FINE SAND I . .. I . .� ­ � � I I ESTIMA I I - BENCHMARK: . .1 . ... . I., I I 1. I . . ''I I . . I . .. GRAtAD ISLAND D If h ,i;N� I I . 11 I 11 11 11 . . . I . TOP OF CONC. 80 ­ . . 1. . I I . I I I 8 N ,", I I I I I I I I - 11 I I I.-I ... . .... � -� � �I - �I I . � No .. . 1 I . . I . . I I I . . -_ ----r_lv. rNfu S -T �1 , I I I I . . I . . . . .. . I I I . I I . I I I . , I � � I I I I EL. 23.07 (SEE DATUM NOTE) I� I � ... -�.. .. .. . .I .. I . I . . : . . .. /11� Q ., :.� � . . I . . . . . . I I . I . 1 0" - 28" B SAND 7.5 YR 6/3 . NONE LOOSE SAND . . . . :I . I 11 I I � � � . I . . . . . 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I i �, 1-11111- ,­ ­_­1111,... � -_ � ll-r_ I'll.,...... I.-I � , ' ' — , \1 I �I� /, � . � - . , ,/,��"', "� I "? � �'.. __11 _ , ­:i� I I I . OOD NOTE. ,:' _ , ;, F_ 111--l- ­_J__.._ '­­11­ _1 I......__� 1 � �, _. � , " , �,, '.-,,,,"�,,.,,��,,,,��,,��,I f�' ' Rl�o��T- � � . I .�,.� ,��,,,��,�l,f,�;-r.,����,:,��"-,�,,���� ,��l : I I ) I Ili, " 11 -11­­I 1­1.1-1—q ,-I � I - ,,`�i�,-; ­-,". �r�­� �, ". . "'�",��/,'!;" .� I .� .�, I I � ,". - � . I � l,� 11 �'. ,��i,...r;,,���:i,;,�i I I . - .��... A.. . I . . �, , , . I . q . ,,�lic - �"., ��,�,� .; � . ; �-,""",�-, �,`A... , K"", --�`! . :�,,,�".-'-r;",,,,.�� S"I'll - , 1_r', , , , , I I . )t (,""4:,��".� I � ij� . I . I I I I I � " ��",- , , . . I . I I I � � . . . �1 .. I . � CiT " .I ,/ /"/,//_,�, , "� 1� -"" I I 9 . - - -,, , - ';"/",�/�", - . . ,I,,­,� , ­." -—�.. �. - -1i / , t , I �: � . ll`.'_�,�i,�,`i 1k,-I' " .1 I , � , " I , I _�/'1'11�1"'';'I"�Jlf��,'4Z. _,_--r,r',:�,'�,,­' i / / ,:,/'" ',i . � .FL I ..."D I . , , ,� 1111k�fl ,,� .. �I ,�,J` � I , '1� I��,,,,�t, � ! 5A . . > I ,ox _! , I I i . 1 .. I I I I I ,�.v� ,�,�� ;�, ,,,� ,,.,..,��,,.���.��'.,'�",�;'�,'�;�,-� , I I I � . . � DESIGN FLOW. EXISTING MAIN HQME , 1 'rx­ 1,,,,z� PA%PENfFNT "I'll- I-- ,-.;"?,?.,,� p�,-�,."'E',��,,, - " , , I . ��'X:,.'I.!-�--� �,' I I " , "",,. �i ,­ �� I-— ,,,�,e'r,��'.�i,.";��..�.-,�',-,.-,-�,-.-'-:; I , , \ I - r­ I 'i, I 11 - �� I I . I I " "I , I '' ..... . -. , . � I . . . .1 : 5 BEDROOMS AT 110 GAL. PER DAY PER BEDROOM. - 550 GPD I �z ;u I I I I i.,��, " 11,, 0 - ,�:��:, .e.,.. f _,��­�,, --,:, , ",I"-,1­�,,,,,,1"'t!1, r� , 1 ,­-=��...I . rl j"ji I . . 4-.- ",,-___-1-I",---11.1 11-1-1--l- 11,_ _......... I 1, � & - , -� --,- � , "��­`/-/_"", � I � 5I� . I � ��._Z_......_�"__`_'­_. ���,'�i--,,�,,`�:, __ I �"i ��,,, ,'�"" "<;� � , , - It I Fli ',I Ii 2" FLOOD ZONES X AND VE (EL 14) AS - I I - ,�� ,� , , , �,j I � , . ,, t,�,;��: __ � �� -i�. i��, , . . . I ,7 111�&,i�,i ", ­ I'll , /,��,-.,�.',i�� � . �, , ,ii i � I � t I � !" . . . � - , I I . '', - " -��,- /11 I .\ II7_1 1 1 i I �� It, it �. . f SHOWN ON FEMA FIRM MAP EFFECTIVE I I � I I . "', �111 , . 16,� - ,� , I . I"_q 11 i I ","­ I ­ ,- , ,., . . I I � I I '' � 11 � , U­_ - /I �lull , " �,.�, , �I r_� , � I I 11 I .1. , , , I : ,,�, : . '�11 . f'n I I I I . I � . I " .111, �/ //�,I'U') "r , �,, � �,,,,�i M , . . � � . � . 11 . . . I � , "' �._7� , . I .� -_ I" 11 I � .. ! � i � : . . � ,. . I "I'l,"m ,�,_' � , ,� - -�,`�r," - -, I i . [ , 11 I DATE JULY 16, 2014 � . I . . - . , I i��5��,`,��'�,, : &� f,"�"',,�:'�.,., ',",- � . ! t 0 . , / I . I . I ,,,, . �':��,,:,�",..",.,�,,, . Ai�,'.�,-�,,'.;� , . �,j ,�/" " � �I " w, ,-11 � , . C'> i . . I - . I , , - , , / I , 11�1 I � t I .I ..."It . . I : .1 . . - , . . I . . , . I . I I . "- � I I 1 " - �. ,,� , _',_ I " I . . I ,� ", I I . . . - ,�,"I'll"I�111111"I,,,, I,,,,� ­".,:...,.-f � � _� "I I!",-`,, ", -- ,�, , �, , k I I . . k I . . � _ " I . . .. , , � , I ND . . ", , �� , ,­ `�_,_,. __ 11 , , , A ji �I_ f . � . . . � . I " . ti�..�.-_-;-_�,,',',�,--,.� i . I . . . . . . . . I .,I,," ie. - --��­M_ , T IV,"', is . . .!�,,-;�-�',-�-,-,,�,�.".e,.��,�--� . . I ,�,', " �� I � j �,,I�i - , ��,-�_,,-.-�,',�_­i_, I', , _/ I . if .. . "I'll 1-11-1 111111, I - , \ �, I 0 , I . . .I . , _11- 11,111111 � � I. ,"",,,��11'�:111,�I I i� . �0 " � TING 1,500 GALLON SEPTIC TANK i ,, I --.I 1. . �,�',"�`.�,,,,�� '� , , ',�� I - I . ­ ­ ­ ­ . . , � , � , \ , ,,�, - '' 550 GPD X 200% = 1,100 GALLONS - EXIS I p", , �, � ���� , 11 ��1, : ! C�l I . I -, , � "', I �i��"," , 11 , ,",-" ,v, � , , . . , - _P�_ ,, , � . / I I. PROPOSED POOL HOUSE . I . i I I I . I - "_ 1_1; . 114-'..,-,,"2 , ,�� �/ - . � , : I , , l � � 1 1 . . I I� ���Mw,- , . - --1:.f "I""' 1� . . I � . . . I I - ��_� .-,-"�-�,� ­ _... � . 1 � . . I I 1_� ,',i� . \ ,�­.;­pr:_, " ", "�,il 2 1 1i *71 i ! _101 ,t � = � � C) I ��:���r,.-.��,,�"",t���:������,����,����,,���,�;-'���, �, I "I E � 1, . 11; - I � ��'>"-,), . __11 N,.­i.e I�,)11 1 �3_ , .. ­­ , , - �� . ,,- I . � 1 BEDROOM AT 110 GAL. PER DAY PER BEDROOM 110:GPD 1 I I - "- _-� - "�� -,:-�.��,,,,-,��:���!�,�,��,,,:,�", " I � 11,_;i il - � �. - I . .__� I � � .. "I . I I - . " I . .... ...... 1",,,, ,,-,, �,, �1, -:- `,�_, �.,v- .- - , " 'I I . 1 1 1 f j- " i 1" . . . 1 I I I i I : I I - - - ", I rn-T'­ � I I sp,16 i � ! ._�r I . �ii�i"'��,,,,�,,� ��`­��,��,,_, . �1' I I I . DA TUM NOTE. . . I �,,i ,_�- _�,,7-'­, ,��`_.,�`,:-� �, I ,,�,��.�-,'ii, . ""' 1111­�� �111 'Jl'�' , , �;_:,� "i�i,,.t��', , ,: � .... I I 9 f � I - . , I 1-�1111�I I..... � � -, - - - �� 111� " . �,,, �...l ,,, i, �; �` \ , , - ­�:��li�,i�'.-_ `i�:��,�,,J_ � � � I � � � I . . I ,�'-,I,j 1. I .. � . .. - , �� , -�- "' ,, - , � i : , "" " "" . I , �� ,::""","��,�,-,r�,e..�:�.",,��'��,�.,�.�� -- ", I I . . .. � I � �,,, `ill,,�",�, ����,',';,'I",`�",`,"`�,:", , ��------.-,�-�"--,,�r,�""�-.�,.",�,.",�,� -�­ N �'11�1 " I I . . � � T 1� I i , i , !j ��',�.'E3 I . I I , ,ii,,,l�@`,,, : I",,�.­-1.1'.1"v - -1,I I I,-� 1, - ­ . I ,,,, � ,� . . I , I , . 11 I . � , - ­_-.11-­��x_`_�­� .:,I,��,i;, ","". "'i" "I � I t � ,I I . � . � . " - '' _._, , , TOTAL DESIGN FLOW = 660 GPD : I _,","o, �(,,�),, �. ,i�, " , . � I . . ii I '' '' ."'; � I i'll,1� ,, I � /I . p I . "", ­­'��, 1,,�,'-,�z�i:_�___ , I�_, ,, �, . . I �� '' '' , , , ,., " � :,4 �­_.;�, � . �-� I . � I I � ,"I, I PROPOSED 5' il ... .... ", I - . � i . t I . . . � �,�,",�"'!�`,,`l,�`,,,�","R, , "". ,�,,,,,� �,�,, � � �, . I . A,""" " , .- , "�", "" ,, ,� - ,, \, li I I op"TV) / t I �, -N , � I 1. . .. 1 f�Z,4 �. I I I "", . , 6, �� �, I �,,'._�� ��,�i.,� v, '. �1; I ­_­_,� , -t,�v i j. I jf,;�­�-'!! . 1, , , '' I � -, , "l f � I "I, 1�,�;i�,,',, " , i 11 I----- 11 . .f � I I . . � ,?,- ­_, , �f-�'[,r 47...* ­T-- � . I � � . . . 11 -14"-I,,igl�,,,-_i�',,,', -,-- I 11 - - ,_ I _' -DIA 1, 1�< vlbb,A 1-,,�'A', � I r"I i�i I I j,�j,�'I�P` il i j i-­--.-­�_�_;__.._" . I I . I .. . $. ­ . , �,,I'i ;,�,�i�l - � ___­­1­_.__,­Q I I I � - I I .. ,;N,K.1@.p'T'N,0 2­ ' I ---7 Z:,,�� " r�3 P��i, .,,�' / t :: -1 , I . , CONNECT PROPOSED e `"'-", 1 - '�(' "�­'���, - J_.L1,,�,J'_,,t i L�, ,", , svw l; ,, 11 '\L11t1I;1'1) N ,!'­ _P � ---", DATUM 1988 (NAVD 1988) � . ii-111- . �- .. M-1111, " j I I - USE 2,000 GALLON TWO-COMPARTMENT SEPTIC TANK I i , 11 "'�'��i 'i� , .", /11 -.11- -�`,".."",i �_,_� , , , � I[ i ON THE NORTH AMERICAN VERTICAL . SOILREMOVAL . 1, 'i ....i�',�:,I � , ELEVATIONS SHOWN HEREON ARE BASED .� . 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I,ii�i, � � �,� _154_ / �6 � . . � 'K ,.,, , " , 1C.O. I � i -1 I � . I ", "I��,�(,�,",,,,/',""','���',,;,,,".." � .1 �o,-�-�� . . , . , I . . � : ���"""�i�,���;�!,,"��,",,�,���l,,,',"���, ... .... / / , I / 1 , , . Z�i:" !,�R­ , �,��g�ltO �­':­w,il ,,,,, r . _____ 0 - 0 ! I 11 1. . I - ,��z. 11 ­111­111­ - 1� 'I _ I � I .1 . :. . I 2 V - , 1 114�1' �. � il I . I , , I � . . ` ­111115 �., , . I I 1_4 "Ill 'I"ll I'v"i'll"I"RI, / X . . 41w.1 � / io, i�, I If i, f, I i ii� I I 1, ,11'11'1� 11�0\ � '�A,',',��,,,, I "111",,,,4­��t­", ,"',', . � � I, . . I � I I , ii I . � . . I . I I �.. �, I I t', I t � / I . . : :1 . . I . I 1 . . ,. I V . � 11 . . .. . � . .1 V "" , -��- - I '- /)X`� I I!, f . , , I I I : awam ,&i-�l?,-,',­'�,�-,-­ . /I . " ;:"� ,� (�,�,z",) , 'i 1111 ` , �1111;­N'16111,,,Iil, " � __,_,��, 4 ;;��, �� I I . I I ;.,�-,� � "_� , " �,"-F& �g, ,�, C. . `Ir-- I ,,""",,,",,,,,,,,"I",""",,r,",,��,"""�'l,"�,"�l,"'���,fil'i",_,,,A,�,-Fy'r,- ""15t, ,�,,, a,/ V, . � . I I � t R)f �'�,`,�,,,N"',`,," � , 1.11, � ,,tr I i, I . . ".� :� 4_ �,,,OSEDI�,,�I`,".,,,�A, ,�?. 11 � � .4,i%Q­ I'll-s'. I i I � Vt = 50.5' (2') 2 x .74 + 50.5' (12.83') x .74 + 12.83' (2') 2 x .74 = 667 GPD v",- /111", . A 1._. ,�', :1 I "",p I"' 1, _ . �. , � - ­ - r� 1, � 14 ., �� / I , LEGEND ---I ! I , , __ i, / ......I.1111111111-1--7 , I TY = 660 GAL (MIN.) . .. .-,.. r 110N S fS ­1111"," MV _ i -Rur ', SEPTFt"TANK OUTLET. FIELD 1_,..I -I I q 1 � i / It /,J /�N ! I I . I ix,,,,�,,� ­ ­ � � '�'' ��- , . .I I ( ,,�;�,-� " r"?,,,,�"'g I MR ,� ,,,-1,t�, 1'11,�'111��,, , , , . . I 11 , I � / 1\� "' "' SEPTIC TANK SECOND COMPARTMENT STORAGE CAPACI - r IOSED I ,,� 1��)�, > ­07,7,%75�,i�,,, , / , � . . I I �..... 110ttll lu� , " , � � I � , , I'll " , , , - A 50'-6" L. x 12'-10" W. x 2' D. LEACHING CHAMBER CAN LEACH: V I � i, ,�'ll�,�ll,�,��ll,�",;�;"",",', , " , FENCE ", VERIFY LOCATION AND ELEVATION. 11 I -'1v__1 9","M , ,,'5141`,��,,,, ,,� ,',,��,,�,�",��";�,�l,,,�����,,,�,�l�5",�,i�,�,�,�,�',,,,�,,,,',,,��,,,,��,;',,,,��,1"', , I - - 1 11 i . M,t�l I �k I - -4��- -�-, _ '-, "T - I Vq N�,"71 -, i_�11 "�< X i I � �J/lf i�lcl', - f ,F ) " 4&.-- I I l'.......� ',6 i � ...� ...I, ...lm / _� �` 11 1�111( I, - �11 � I I . 1� .. � lxvl�I,"sl:�%�',_ .. � . � . I � . � ", , �Xy I Ili .PROPO . /�,_ V/ ,, 17 . EXIMING SEWAGE DISP.OSAL .1 � 6"N � . � . . �t 17— #1'� - t,�,, , I . . I . - ,-,I, ,\11I - ­, .' ," , , � I EXISTIN� . - EXISTING 1,500 GAL. SEPTIC TANK (TO REMAIN) I I 1, �� , , , " ,,�� r� . ,_.ri,`,� ,/,. ,� I . .: ­:l . . � ! . . :INSTALL: G � � . , I SYSTEM COMPONENTS TO "'. `Q f ;��,J� ! '�' . . i �f, .- � ' I U �r,/ , S,1,,� � , � , "', z : 1 11 � ONE ( 1 ) � _N �, 1--. - �, 717 'I� . ,ii, , - � , , �` 7 ',I I 0'�,P�'� � ONE ( 1 ) - 50'-6" L. x 12'-10" W. x 2' D. LEACHING CHAMBER : I _ ., I - "A t,,_' , . I/ , - 1 1 'I .;-</, / : . . . I > 660 PD REWD, I -���4 17 . p, "I ( ", r�al�," I � "ll(�'z 7,'� I � � � � � � (111 , I I ��fy� ",�� 2 - I , j . � � a7 . I j YA i� I . "I ./ � >�,�, 1'�';6 , �` -- -.���, " / BE PUMPED AN'b"REM / ,\\ i . � 1`I , k �1:�. I .11,1111, I� . _P�ED I 1, . .I - I I ­,��, , ",, ". __�i��;,6.'l_:,.:,., N . OjI 4L A-11, - I . :�"/,��, . 1. . I " ONE ( 1 ) - 2,000 GAL. TWO COMPARTMENT SEPTIC TANK, MINIMUM ALLOWED -, k zi`­, 121.91± , � . ' �\V/�". - --- 4' . It,1 /�,� , . 34 '��A ! I I A,,��,",�,"' - ,,4, 1..1�4.. �I" . i - - 1,23. ___ I -, � � - I w 1 .1 1i - " (vt '�j I � I , M BOUND . . � . 11 I " - - . _', " , � �;__�,­­ i;,r­__; (SEE NOTE #8.) 1 . , .,� / it v CONTO I f 19l�1,11,�,"-, ,'�� Q!,,,'&,,,i, 1� � " I" ...�, " t - 111" if , it . � � . , I . i � . -1 , , ,,,, .� I . , ,2--"z, � � , ONE ( 1 ) - DISTRIBUTION BOX '(5 OUTLET) 14.1 1 , , 11 � , .,� Ill,_,��., -1 ­11111- ­1 , , ,, 'A ­Iill� I . to . I � . - 4­,�,,"" , !,,a �, -, lx.p 1/�� , e',�!,TX I ; ', r , "I" . I , .. . , ��,,,\ ", ".- ­1 I ", 11 �N,� i � I I I . I I -, I ,� t � � �,�j" I . . . I % , , I, i r� . , 0�i,� c� , . , I � -,, � � a � I ,f � . I � ,� 1, � I I I I I An/ . � . ,, ll� ._1 : I.: iii J( �_�_ ,�"-,=_ .1-,.,-1 , I I , � . - I , I"i I I N1111111" I! I I "��,� �JII, . . � I , i "I 1-1-......... ­ I . � I . ; I . ", . \ N0 7 . . I . I � I M. I I ,-1, . , 4�7 ' SPOT GRA .. � , `�iv I-, I ; I . � .i��! , - I I �__ 43'1 - . , � ", i j�f,;, " , ff � IRRIGA11ON VALVE � ,� � I - I � I . � : � ,� � , : I�,��,,''!,,,� 1 +33.5 . . . I . . If �� �* . I I ,, " , `23 : �) 1 � . � I , "� i ji , , . . . . - I, , 11 " 1 ���l,;',',," . . . I I . I I . I. . 44P � 17�7'�r.", ,P ......-1- 11-11-i . \� ii I � � � I I a I \ � i . y 1, ...:, � .-.1 , , - - I . .� . .1 � . . I il " � I I . . : . . 17 p .11, �;'­�(-_-,,- � ,�l I � . . .. � I \ I i t 1 j i iii " I. I , ., 1 - .." 14 " """"'''I�:���,�,,�,-,-,-�--,-f�,.�,.,,-.,,;,ei�'.,.' >< . � I-, � . I I . . I. . , .in, .. � I I �. VIV A i .� . . 4�_ .1 " - � 11\ .,� ", ,, , . I t, I '* I I NO TES � , I I i � . I ,i. I., 1­ : � I I . . , I -,j , I ­'. z "i"".-I — I ? , . ,�? � � . ­ � I � .1 . � 11 I r- 1% . I 'X? . F,� "��'�,,�,,,'�',-,��,::"�,����'��'ll��.�.,.. ,, , - . ___I, ­�Iilll�­, I � . - "I � �_l " ." I I 1. ,lig . . t,y, WATER VALVE C.O. ' ' ,�, ,�� I , - ,, I . . .. . I I 11 :411C14 / ,;_ , � � , , � � , --, ,_ � ,, I. I I . I I I f'. i -A/ I � � I � 486,t4 .. CLEANOUT I . I I ... .....�.n�,;,��!-..::. -- _.� "I:::_ MN ,.,; � . I 4 . . L I � ­­1 -1_. � ,, � , " , ; , , 'I", I I I N't, I � . . . I * �";,, I ,,�',,�_'-,.,�,'_ , , .� ... � . -Ic ICY ,�,,,e, ": , I/ I - . . . . : �' . � C04s;,,��,6,�7 , � ,: . :l�, ;,�' 1'_­, I ,v 'i��_, - ,11 I 11�1�jl -T .k I \ it � i I I . _ .� ; I '� , - J� ,IGV, (Y� �h� � . . . . N.) �I ,i �.�� I,p I , ,,I � ,r,/ - . .. I I . � � � . ! . 1 � ....I:— I—- � . I I : . \ � � I I � . I � I i F � . I � � , — CO . � �� � 1111i��11 � �- � � __ , � ,,,� , ­ � � . i I : -_�- - HYDRANT - "%4,"y,v�v, � I , ` , � . �: ,, ," - � - ,, , f . / W ' ' : , I I , I � :,��,:-­'_ �,,�;.,.�.��,.'..�".�.,�,-:..:��,,.-���-r�,.:���,� !�i;� 11 , __, - I I , \ . I.. , ., . . � / 44�', 1 1 . ,- - '11, � 'l I -_-_ �.. ��, � . , " � i � '! / I .. .. i .1 I cz� , l, � . '7 " I ...� / I . , -crfte " ,YP 0 I ­k2 ,,, -1,�..�".��,,���,'�,".'�,'���"I'�'��� 1 1,�;"",:"��",.-,'��,�,"�,,�,,,�,,�:����, 1) GARBAGE GRINDERS ARE NOT ALLOWED WITH THIS DESIGN. I � 4 - �_.... ... ,� " . , N ,:� , A ,, � I �1i �,�, ,, NTOUR . I I I . I . . . 1 , ,?�� � i 1, � b-1, --i - A , ��-i�� � �:�:,, ., ",, , .;- -_-,��,1, 1,�­- . I , . I . . � � I I . . I fp­" . , .. .�­ . ""Ali,�,�, , � � " . i I 1;f / I . , �'"� I , K I � ,,,,� ,,, , � , ,_ ", ''�', ",�,,,� I � � , --,�,,,,l �. ,� . I I . THE INSTALLER IS RESPONSIBLE FOR ASSURING THAT COMPONENTS OF THE SEWAGE DISP I . ,� I , lr�� I - 11 � I ,�;, , �� ,�,�.:,;.�� �'; , , ,%'j'f� I . :1 I � � 2) OSAL SYSTEM ARE DESIGNED WITH 11 , ", ­,A*,S�. I I ,,�!, .11, . . I�, _`i:;,��_,­, ,, ,',�l�r,��,i _ I �� .. i � �. I I � i I 1 1, . .. � : ! . � nowrlm . I I ,,� , *-.- � I 1,� " I 100" A�w"­ - �, - I 11��i , �,; . ± FROM TOP 0 F I I IFE10 ELECTRIC ME TER CONTOUR \j - . � I_." HOPOSEb" "". I \ I T ' ' . SUFFICIENT ALL LOADS TO BE IMPOSED ON THEM. ANY COMPONENT OF THE SYSTEM SUBJECT TO I � , , / ', 1_�_� - ...;.-, "',� �.- . F COASTAL BANK � I I �,�,.e - , , - , ,., p �' . -20 1 1 . ,::: '. �? I -1 �: ;� . P , '.',,,;;� , � �j � , i, �!� ", _k - . I I. / . . -I' I . VEHICULAR TRAFFIC MUST COMPLY NTH A MINIMUM STANDARD OF A.A.S.H.T.O. H WHEEL LOADS. � / t, � :',I I � ), I: 27'± �..I I 1p I _... -�, ! i I � _� , f I . �.., " ,� /1'A" 1. I 00L 1-11""'. t I - _­'.'.. ", , I � ''I I , , I�:I,''I., _. � I/ I . . I . : V . . . � . , 0 /,��;i � __� � IFI,w I I .1 I � �, ,�,­ , i I z � . I I - ii I I I ' , , _,", i 1 � . 3) .PRIOR TO SETTING ANY SEWAGE DISPOSAL SYSTEM compbNENT, INSTALLER SHALL VERIFY EXISTING CONDITIONS, INCLUDING , : I /_ _ '('�, \,iiK, . 50'± I i I i � ­.. I . I . 1 5jl:f � 4�� ,p , e 1. -1 /.11 I �. I . . ()11 TOP OF COASTAL BA t I I 1. I . : . 1:4' . � '. 1��I i-.,: I .. , I - I : �, _11'1'-�_ � ��::�, . �­ ..: .1 I K I , . �4 ,., ...11 , % 11 I . �, . ? .. � I ,� I ��:,,�% .! �,;.�, 11 I I I k � I I I -o- . I I � _ -1 �l i[" � ,,, , ` I I r' 1 .1 i 44 � ELEVA11ONS OF EXIT INVERTS, AND REPORT ANY DISCREPANCIES TO THE DESIGN ENGINEER. � D-A-BOX 'I" - ,,, ,� �w;�", , , - F�l 1 211, 1 1 1 , I i . I .- 'X0 � . I I If . _�, _.. I . .. I � UTILITY POLE �1,0.wl �I " . . . . I , I . , 1 ­ � \ 2 . 11 . I : . 111�: `,';,,�.4��' 111: � I 4 1 . ,� "i - I I : . , ,�,_� , . I . it � I �"" �"I . ",""; _ - ,: , . I 1, . . � ,I"". ,�:, �Is ���_. / .1 7,; ,,.��� I 1, / . \ I- I I i 4) ALL GRAVITY SEWER PIPE SHALL BE 4- DIA. SCH 40 PVC UNLESS OTHERWISE NOTED. THE MINIMUM SLOPE OF 4- DIA. SCH 1 ,���,,.�:. . � . . I I I � � , ��"""� �, - � " . � I I . I "I .. I- � I 't" ,,, � �,, I S ,��:,,,:� q -,�,-U. 1 . ��, X 11 , , I, I I I 1, ,ft" : i . . � 11, / - I . ,. - ,�� . I \\".." I - �l,I o��', ,_ �, ", . . � . . � � , , , I � I I . . - I � 40 PVC SHALL BE 0.01 FT/FT. . � k", � , I -_ 11 ,�, i f 1 i . I r:� � I ! , I I I I t,i, . I , , , , I p . . I . I � � . i) , ", i I � �, , � , " \ � . . .- I � I I I '. I, . . "I . . . I . . ! � -_ . I / - XX I ,, * � _1 � I oa_ ! ! i" 1 1 ��' I - --'I' GUY WIRE - ,,, I ,e I I . . . ! .� - � : . . ......... , / ­ " - . iPROPOSED ,�,�� " � �, f� / 1" ­,�,�':i", ,. . C, , I , , ,I!�` � ,'�­,,,� "; I , , "I . . T. I I I... :� _1�1 . " � -1 . I . . I .1 i �"',"', / - . I 11'�,I 11, ;��,�:,�� 111. 11, . I I I . I : I . . - z,,­,­;i1 1, �". ', . I . i : . I "' 11 I I ­ r,l it , I , , NO PART OF THIS DESIGN SHALL BE ACTERED WITHOUT PRIOR APPROVAL FROM THE DESIGN ENGINEER AND THE AGENT OF ","', %'7 ,l / i , . . \ ',�.,", ("I 5) 1 1 . , I i r 4. I . � I . . , OBSERVA11ON PORT 1�, "I'll j �� I . _.. . ,'121L17 . . I . . ,� 411)_ 11, ... . I , I i 1 1 lq 1 q . �. . . I I �GAL. ", I � '. � 1- . \\ � � , � I . I* PROPOSED 2,000 1 , I . I I * THE LOCAL BOARD OF HEALTH. ALL REQUESTS FOR CHANGES SHALL BE MADE IN WRITING PRIOR TO CONSTRUCTION. � ( , , I .. : I I fi�ffi � . I ; . I . I I . I 4, �� , . I . . I I � N � � %�_ TWO.ACOMPARTMENT + 22.2 �, �, ,'IPRop6s " + 11-11 I � � . 41 . . % \ \ . d I . i .-�1�11 . . . � , � . I I . 1, I . � . . \ , . I �.,�� TREE . I � � ;��', " / � I I � , if"A . / . De . I ED � 4 , ''I . I 1 I I t fi t I / . : . I L . 6) THE USE OF ALTERNATE MANUFACTURERS FOR SYSTEM COMPONENTS SHALL NOT BE APPROVED IF THE USE OF THEIR I � \ � . I . � . 1. I 1. � � I � . , P1, / , +`2 .5� - I ' ' -I -, ,", , .8 . . \� \ . : . ,�Z�I , I , J,. . . . � . I � � . . , �,I �, ,ii, . . \ �� I � . . I . . I . � ,.,� � 1,, _ , I I I . I I I i 14 . . __�,__ � SEPTIC TANK �+ ,POOL.PAJIO ":' . . I 11 I : / . . EQUIPMENT REQUIRES CHANGES IN DESIGN. . ___, i. . . I z ­ . . 1_1h'_' '1411,­ e'3 ,* i �+ . I. � � 'X I !: I I . . 1' \ I 11 i I : I I : .. � I . � � I ­11111., ­-, .,"', z","i-� _ � in,:-*,......4__ ,- , 23. ��� I I . I I ' . '85- 11 . / , 11 j , 1 1�1i 9 . . .: I ____X___._ : �� : _-, ..... il ,,, , ;,];�­-;:;.� I . � . . . _11��, i " , , if,.,, I . i �. FENCE 91.� ,I I � _ � I � , - . 1, I I , w I I I I . f - I . " 1­1­11A I 11 . \\ , I I I ,, � /I,,, "I ­.", ,� I . 11, I � � . I. 7) THE INSTALLER SHALL ASCERTAIN THE LOCATION OF EXISTING UNDERGROUND UTILITIES PRIOR TO EXCAVATION, AND SHALL I I '�",,--"�,--,-,�"----,.-.,,...".,�.11,�l,..��.I - , / I i X , 1 , ,, 1, - I .. . .. . . ,�, 1. 1, 1 1 i ul . 1 I . . � I 11 I -, �/ I , w . I I . , . , , I e I t . �, _', I . . I � � I I . I � "�` I I I 0 .: . - , I I I � � , ''(Qj . . ,i.�, I / �, i, I I I . I PROTECT U11LITIES WITHIN THE WORK AREA DURING CONSTRUCTION. : _,.,--EXISTING PAVED 1�1 I � I � if FUTURE � ,1,�� �p �' ,,'­i-,, ;'x ""i- � I � � � . �' / 11,� � . I . _� �zj , � 12j, : . . I I .:Ii� . 1 : __ -,-.--.-, � . . 4,t I .. I + 1�`��, 1 �, / � t i f il, I . ... . � . I TELEPHONE LINE � .: """'11,111", �__­111__.... , 1�11\ �� .t � q .- ,r� � . .__, 1� 1 BEDROoM t, 1.11 ,,�'/ ��, .11 .. . i � I DRIVEWAY TO � I -1-1-1111-­ I I I I . I I I I I j i , if I � 8) THE EXISTING SEWAGE DISPOSAL SYSTEM (INCLUDING CESSPOOLS) SHALL BE PUMPED, FILLED WITH SAND, AND .: . I � I . I . 1-1­11­1 11 "il i v \ I .. I .. I I . I I ,I I I I � �.1. .I I � I.. 11_1__­__1­I........__�_ BE REMOVED ,,�,I-l.�' I I I . , . 1, POOL HOUSE "if ­ ,-i, 11 I I . . . I I I � / if . ., � . I . .. .......... , _-,�_,___11 , , . ( I � : / / ___.___ __ � � I . if FLOOR 1� - 11 . I I I F / I/ I/ i p"'I, . . I � I i - ­ I . I . ,, . . . , . . il , , I . : . ... ABANDONED; OR SHALL BE REMOVED NTH SURROUNDING CONTAMINATED SOILS AND BACKFILLED WITH. CLEAN � � /11 _____ ,_______ � ,. '11 - �� . I .. !. il I , i�l I � . 10-­ CONTOUR �� .. I I � I , I , I , . I I . ) ______ I � I j�, EL. ,�j I � I \ . I I I .. . :: I.-4 , . COARSE SAND. / ", � I I "',-, �,,, , =24,5' i 1. � , .. , / I I ly - I I .. I � . I , �,, .. . I I I . r I i I 0 I 1� I I � � . I e, - , ", ,/ , , , , I : , f, , , ,9 I :: . � � � . �* ;,V'111'�/,, ,, , , : . "'i, . . . . . I / � I i I, .1 . I . I I . � ,,�,!­ ,1,1'\� r I � . .. / I I I i� !;i Le . ..I - - - - � 11 � I I � I I � , , , � ., , ,!,�','j . 1" . I I CC, - � / , ,�! . 0 1 ,"I . u, . / "-� 9) ALL SYSTEM COMPONENTS SHALL BE MARKED WITH MAGNE11C MARKING TAPE OR A COMPARABLE MEANS IN ORDER TO rl,::, _ , , , , �,-�, , ,gz? . I .!� I , � � / I 1. I 'i I ,�' , , � � , It"/ 11,,,, 11'111�11,/1" -i, I" 4 1 g 5("(, .. ..! - , , - - - , , , , � 1 I , , � . . . / 11 . �� I I . ­ ­ ­ ' ' . . , , , I 1111"I , % I , ,k,'I' I . i /J�9 I Ll I I I I � I , . , �,,� 1) I I .: I � I . � I . � . . .,"", e "j ,i�'r,"';''5 . I, ,-,-7 1 It �11' . I� . . I I . 11 ,�_ �11��, . I �f - ,, , ",r, ,"'i 11, - ,_ 1`1 , Y I I 1,0111 I � '', " 1, "i � I I LOCATE THEM ONCE BURIED. I . 1�I, " , ,- , I I f��,, �$� 1 1 , , . I I I �� I I I , ,,�'�,,,,�i �I, 1, . I . 1 . .1, . - � . I . I . I . I . . . I I .. ,-ki, ,�,�& I I V , """ "" I'll ,,� ,��,, 11 I I + ,`�t,� I I I , / . I i I I 1 : ��,,�, -'.."', , .iIN �[:,,�,"" �,��,,,,,�,," , I �, / i� � 11-1i,,) ' ' , ..I , I. � . ,I I-, � , � � - I t ,- . : . . 'lei 31- . . , , ", , ,111 , 11 I Irl, -si I . . I . . � . I I .. - 11 ill . . . 1. . I : I A / � I .. I I I _4 , .1: . . . . . : � � - - . . : . �­ .. _, , �, ,,, � I \ I . I . . I I "" &/ / �� I .1 .. . . V) . ./ 011. I �� It'111/1",_I ; " , , "I'll, �,,,,, . � . I , - � "" , � 4i I-,� . . , . t. I : , �-,�("' I ""x�­-, R lt""-.,�l"",I��'.,',,,��::""�,,�,,���,,,,,',,�i�, I , , �",-,� , , � , ,p / / / E �, :, : OBSERVATION PORT : I "I .. � N� . � I . I I I �' I . I - � I _� - I , I . I . 11 , 1�1,",h � . . . I . t/,", " , I I . I . . I . . I . I �� i N � � w )t . I j I .. I I I . ("'�,�, ,��I`:lll')�11 , . � . 0 1 . � � I,') , __ -1 .1._ . . I / " �*/,,,, ", "'" if I . . I / < ­1 . . , " , 11 I I . I I . � il � 'In- 11 / ", t // . I I , . . . C4 1 11 . pl,", 11 ­­� I */ / "-, "// 'zi; - \ . � . 11 . � � I � � �'i�i I >_ I i '1/ .. .. . . � � / " I . � . � / . I I '* . . . .�USE LEBARON LA 0910 . � , V) (#n . I . I . . I I i . I . � . , . I I� I , I .. (SEE PLAN FOR LOCATION . , � . I . I PROPOSED WORK LIMIT ', . I , . I . 1. I I � \ 11 � . �� ,� ......I'll I I . . . . . , , � I � . \ . .. 4 1 . . , f 11 "��1/11 " "' " � . -, J� I . I I . 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I � . � 11 � I I I I I . I I I � . . .. - . .I . . I I� I __ _� -_ i i" 11 ", � / i / ///" I 1. .. . . 'i .1 STONE-/ I I I I � 1 I I. � . . . I . � . I � . � . 1. , " I' I . � . BOTTOM 12'. TO BE SLOTTED (#20 SLOT) . 4� . . 1 26" HEAVY DUTY "SEAL-TITE6 CAST � I . . 11 I . 1 I .. I � . .� 1. .11. 1 ''. . // I . . I . � ,. .. .. .11 p I + I I . . . )I i 'I ,� '1� ,�/ I .. � � . . 11 I 1: . INTERFACE (SET AT SAND/STONE INTERFACE) I q .. . .. . I I . . I I .. . � . / I I . ,: . I I . .. I . . . . . . I I � . I I , , /I . .. . I . 1. ­1. .1 I . � . PROPOSED POOL HOUSE FLOOR . � I . I . . � . I � ASSESSORS .�"". �"I � . I I . - I . � / I,, I� . . . . 0 (.� IRON FRAME AND COVER TO I .. I . . .. I � . .. . - . I I -,, ,.,� � . . . I . . . . EL, = 24.5 . I . . I I � . . I '7,1� I . . I I i / ir I ,; / // � . I ,� .. � I I 11 � . I � I . � . . . . I .. . . I+ � I i� ..I . I - .I .. . ...� I 9 i I FINISH GRADE . . I RAISE COVER TO WITHIN 6" OF : I I � . . . . . AlAp 71 /, . I : . / I / / //Y 11 ,# I ­ - . . . .I . .. . I + OBSER VA TION PORT I � . I � . . � I . . . I � I . ... � I I f / 1 . . I . . : . RAISE COVER TO WITHIN 6" OF . � FINISH GRADE I I . . I . I . I . . I . . . : I I . I 1; I // . .. . . . . � . .. ..�� : I + I FINISH GRADE RAISE COVERS TO WITHIN 6" .� . � . . 11 I I I � I . . . I PARCEL 19 11 . ,. I . I 1. I ... I .. I I.. . . -1�I 1i I ,.I " I) / /, . .. . .. .1� � .. : I�. I � I . I . I . I I I I I . I 11 . . 1. I : A1,21A / It I I ) ,/ ­ I . �� . I � .� . . I I + I . 1. . . I : I . 11 . ; �, I / / . I I . . I I ... , . I I I. . . I.. I I . . 11 I . OF FINISH GRADE � I I .. �� I I I I _.A I NIS I H GRADE RANGES.. ''I � I I � � I .. I 11 I � 304"4� . I �'. . . . . . ..�� /. /I / I , j I ,/ (� I .. I . �I . I I I. I � . I . . . . � i. I I . . I . � . . I . . I . I � ; � / t . . . 1 . . + . 11 . I . . I . . I . . I - . I I .. I I I . .� � - � � I FINISH. GRADE . I. , � � I . .1 . . . .. . ,� .11 . I 11� ,� FROM 21.6'± TO 23.1 J± ONE (I)- 50'-6"L x 12'-10"W x 2'D - LEACHING CHAMBER . . I I I �. . . . ..� . . I I � / / / I ? / I/ /,/ - ., . I I I 1 I I I .I : .Not: . �_ . �1� . � ,p I / / 11 � � I I . r, . . ' I., 1 �7-, T- i. -1 . � . . . /I I r ill I I // . 1. . . .. . ,� .1 1. � z. THE INFORMA11ON HEREON HAS BEEN PREPARED ACCORDING TO Q I .i� ' -;17 P P/ ... I I � . . . . &_� I I r ' . '%xN v li� 7t," �F i i _--i --- I . (/j " 11 I . " , � 7;74� 7�,\, -6" x 4'-10" x 3'-O" LEACHING z // _�* N . ,S7/ . CONSTRUCT BY PLACING FIVE 8' � "'� .- ­ . �t r. ;, _ " ,. -.. I . / . . . . . . . I�1;1%�'A,"`/`1'11,�1111J' " A- , 2 '-.'' '.' A'� "4p : , I i 77­"' F'3 , / I #�11 � ,� .- . . 9" MIN. " A- I " .. . z _�,_ , 11 . " /,,,,`,�47 A-A. 1- I�IAI��e,�, I I.. . I " I . .. . I . � . .� . . . . . �: : I. 1�0 w .. . . . I 9 ,i CHAMBER UNITS END TO END WITH 4'-O" STONE ON ENDS AND 11 . I ill / I . I - � . . . .. - .. THE REQUIREMENTS OF TITLE 5 OF THE STATE ENVIRONMENTAL � I R 4" DIA SCH 40 PVC PIPE *1 3' MAX. D'BOX 1. " - NSPECTION PORT . .1 .. . . s_. it I . � . . . � "t .. �� FLOW MINIMUM D'BOX INSIDE 3' MAX. , * SIDES. (USE 500 GALLON LEACH CHAMBER UNITS AS . � . .. . . � . I . . � . I . . . . p CODE FOR SUBSURFACE DISPOSAL OF SANITARY SEWAGE AND 9 �! � � .� 6i OR AS REQUIRED BY MASS - ' I - 'SEE DETAIL) . . � . .� / I I I . I � 9), QQ '. '. DIMENSIONS 12"x12' - . ­ - I - . 1� / .1 I . . I . � I . � . ... LINE ... '. I . . I / � . 1. . � I � - PLUMBING CODE .. � , MANUFACTU . - .1.1 I / I . I LOCAL BOARD OF HEALTH 'REGULATIONS. I . I : I � � I .. . . I . I I I , . I I . . . I 11 . I I 1. I . � � - I I "D D . . I I � I . � . . .. I . . I / . . I I 11 1. - ROP:2" min. 1-. 4* DIA SCH 40 PVC PIPE . , T -.1 I I I I - I I . I . . I . SCALE . "Ill ��11�111,11 I . 11--'A"',I . . 1. - �AYER I I . I I 1 ,. I � I h - I,1'�­11 11 I I . —2 1 OF ,` / e e __-T- _1E::L9, . I, I I I . .f I � . I I I . . 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I . � . . . . . : . .. .­ . �. I (EX. TANK INV. OUT) BOTH -".t� LIQUID DEPTH-- - .q.. 19.50 19=25 11 . .11 � " , 11 l`,�0 Rl"'8"', -EFFECTIVE . � . I . . �. . .1 . . .. � . . �I �� �. . . � I . I �I � . 11 I I . I . ,I I . .I AL SYSTEM BY THE DESIGN ENGINEER. DATE . ." � "! ,,,,, �,i, � I . . .. . . I .. . I I . . . - 711, ; : I 1. , DEPTH - 1. . . � I . . - . . � 04-01-2016 ..: � VERIFY IN FIELD : - . . " ALL INV, / , ""o I � ,i , � � I I . � . � . I . . I I . . I ..� . . 1. . . . I I 9� ". I .: . - 10 � � I .1 I � I I . I I . I . . I �. . . � I.. . .- . . I I I X, 77 """T-1 � . : I . I I I � . . . .. ,. I 'll , �77 1 "7,7"-,­"77 , e . . . ..I I . . �7777 ' ili'/ol"//" ' 77 1 1 1 1 ,ii,Z�r!Z X , ,,, � im I I 0 1,I-77 7,-77�7 3 I'll' "I `- . . . . .I . . � ,. , , 1., " ,,,,, '' ��,,, , '' I " I I ., S91 1A01 � ,/,e I , i - __ 1 , , 77 77717 . I . . : � INSTALLATION CONTRACTOR MUST NOTIEY THE DESIGN ENGINEER DRA VtrN BY .: ill 0 1 � .1 I I I ,. - 11, I ,11 11 // . .1 I il,,"I � . I . I . I . . . I , `�1111�,Z��` I'll"I -""`�" ,,,,%;�? e "j, ,'V-,,,O',��,e "'A"',,,, K � . ,. . . . ' .1 PRIOR TO I j1h/SRK I . , I ­ / ,7� , , 0 ; - -COMPACTED BASE ,',,,�I�, ,� . � ... * ,-, 3/47 TO 1 1/2' ---- 'I, "it .1 . . . . I . .1 . . . . . 11 , . I . I .. THE START OF INSTALLATION FOR DISCUSSION ON I . " " I" ; r, , ! I I .1 . . . COMPARTMENT 1 COMPARTMENT 2 . W1 6- LAYER OF E51-- I I I'$", `P"/,�," , ""11"', I "��"i"e/I,,, I 11 - I I I 'r,�,,,4" ","l",/� -. 11 I I . I � " " - I I , 1 . I'll " ,/ I " 01':', ,�, � I '' I I I . 1. I .. . . I . . . 2. 1 �* DOUBLE WASHED STONE I . . . PLAN I. . CHECKED BY W) I u 7, . I . (1,330 GAL) (670 GAL) ,1. ALL st 11 . . I I I I . I . . . I . i �� . , I - . ­ I REQUIRED IN5PECTIONS. �. . 00 CRUSHED STONE C) I I., . I I I I .. "40 THE MINIMUM SLOPE FOR 4�" � 11 I I . DEPTH TO ESTIMATED I - -, C> I � : � .1. I . . � . . .. . ,. I . .1 . I I . . . . .I � — I p 4" DIA SCH 40 PVC .4� . ..&... �, -'...'1,..�§ .. ".%; %a- ...'.�. ,._--'*.4, 1. .. 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