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HomeMy WebLinkAbout0979 SEA VIEW AVENUE - Health 979 Seaview Ave Osterville A= 090-008 No. G 1 v . Fee / r THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes 2pplication for disposal *, pstpm Construction permit Application fora Permit to Construct W Repair( ) Upgrade( ) Abandon( ) Complete System ❑Individual Components Location Address or Lot N419a��0, 1e i!JVVY Owner's Name,Address,and Tel.Nod T �"(Ul$ Assessor's Map/Parcel 6 U ®Uge f` d° Hiatt; Installer's Name,Address,an Tel.N�g,. 0 j4_��,'�'Ur'Cf�� Designer's Name,Address,and Tel.No. ��� , j!� �' r� P '+WeS n 4, t l'f�JyCLJ��� C3a�l1� Vt i►�P�flr� o �Q �' ". w(� 1 7�pe of Building: "Dwelling `No.of Bedrooms Lot Size sq.ft. Garbage Grinder( 00 Other Type of Building No.of Persons Showers( ) Cafeteria( Other Fixtures Design Flow(min. •equir d) gpd Design flow provided gpd Plan_ Date 15 1 Number of sheets Revision Date Title 4' ae Size of Septic Tank Type of S.A.S. S Description of Soil Nature of Repairs or Alterations(Answer when applicable) Date last inspected: ®a. Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of Compliance has been issued by this Board of He Sipe Date w'2`�2 Application Approved by Date --r Application Disapproved by Date for the following reasons Permit No. 0.7 j .7 ( Date Issued 7— --------------- -------------- ! 4 ,,=rti _'. ' -. :.. 1 :, .�, .C _.r -r''+,, - rqh ..t ,�xq�.m--- a, af•-r, n'.'h f4` - ,A�1✓r No. �`a�t„ l 1 1 l Fee 5 f!� THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION TOWN OF BARNSTABLE, MASSACHUSETTS ,plication for Misposai *pstem Construction joermit Application for a Permit to Construct air ' Upgrade( Abandon Complete System El individual Componentsry 'r. PP t(� Repair( ) Pt�' ( ) ( ) Location Address or Lot Noq°� r " 1 `�"t'l $� �Q 1�+_ N Owner s Name,lAddress,and Tel.No. ! Assessor's Map/Parcel A(� G u�S� U � f C o l�� r 10 U), : r,C An 4A a 1 ` Installer's Name,Address,and Tel.No.%ober4- 6yC'u r CO, Designer's Name,Address,and`Tel.No. #1 Gr~ a+WeS�krn 4, go,fwfch, Mg 6-to uS in cc,i W CrcrA rr� ;. Type of Building: DwellingNo.of Bedrooms r Lot Size sq.ft. Garbage Gnnder'(�)�� Other Type of Building No.of Persons Showers( ) Cafeteria(A) (`j. Other Fixtures Design Flow(min.required) �!1 gpd Design flow provided 5.R gpd Plan Date 15 1r 1 Number of sheets i Revision Date Title kr3 & Qe t`` . lsun H911w, Size of Septic Tank Type of S.A.S. Description of Soil { t Nature of Repairs or Alterations(Answer when applicable) \ t . " #t Date last inspected: 1 Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system,in ;t 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 Heafit . A' Signed-, � � Date 1 ( le- Application Approved by u , 12 Date -7 Application Disapproved by Date for the following reasons "•., i Permit No. y? 1 a t� Date Issued ....--...-.....:.- ._---W -,:: - -•-•-- ---- -___ �._.-__ _. -.. ..,.,....._ _ (t THE COMMONWEALTH OF MASSACHUSETTS 6 vJr 4� tj a BARNSTABLE,MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed(u) Repaired( ) Upgraded( ) Abandoned-(--.-)-by . Voto-c -- q-j'r. ` o T" L -at �C`?�7 � t?Mcy•�-'~' � has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. dated Installer Installer 0,,r Ly • . Designers, #bedrooms 3 Approved design flow 330 - gpd The issuance of this permit shall not be construed as a guarantee that the system will�fttnction s designed. Date -6 f 3 o Inspector' 1 No. "3 Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION -BARNSTABLE,MASSACHUSETTS is oral 6pstem Construction 3permit Permission is hereby granted to Construct Repair( ) Upgrade( ) Abandon( ) System located at ( "'�G>1 ? L".. F%) L and as described in the above Application for Disposal System Construction Permit.,The applicant recognized his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided:Construction must be completed within three years of the date of this permit. Date Approved by G� '� TOWN OF BARNSTABLE �qS LOCATION ` `� S S& � � e­) SEWAGE# '2-624 VILLAGE ASSESSOR'S MAP&'PARCEL Ootb ©� INSTALLER'S NAME&PHONE NO. a9-(L CZ . �✓t-L SEPTIC TANK CAPACITY 1500 LEACHING FACILITY. (type) (3) 57b0 (size) �� l NO.OF BEDROOMS OWNER 'f M T .•R4"VI IN Tf S T PERMIT DATE: Q1eC,. 20 Z.•® COMPLIANCE DATE: `j - l 1 p Zo 2® Separation Distance Between the: � Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Z Cl 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 1 r0 0 Jf- C�O ` ( . i S� (®✓e& 2 ° 1 G - 0 Lq 37 } 33 No. v�y�- 1 + -1 ) ' '�0 � C ` S Fee THE COMMONWEALTH OF MASS b✓ACHErtTS �`l�1 Fntered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes Altlflcation for Misposaf 6pstem Construction Permit Application for a Permit to Construct(� Repair( ) Upgrade( ) Abandon( ) Complete System ❑Individual Components Location Address or Lot No. pO,w�ner's Namee,,A dre` s,`and Tel. rN,,o, MT Assessor's Map/Parcel q�. .'� S �"���o e�1 G I� t t f us'0Gi , Installer's Name;Address,and el.No: o�et ¢�. Designer's Name,Address,and Tel.No. ' o k_�q o l(® Type of Building: I�iLt� 44�CriJ + 0 C MM t MR cldtks Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder ' Other Type of uilding TIEAnrw No.of Persons Showers 0)14_Cafeteria V) Other Fixtures Design Flow(min.required) gpd Design flow provided gp¢ Plan DatebTl ,Num er yof sheets Revision Date Title �i ' c.l l Size of Septic Tank ae Type of S.A.S. hers Description of Soil Nature of Repairs or Alterations(Answer when applicable) Date last inspected: V` Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of Compliance has been issued by this Boar V _ Signed ~ Date '- Application Approved by 7 Date v-T- Application Disapproved by Date 47%1 17`/ZI for the following reasons , qsjo& V113 i - :v- 15n Ferrmt No. Date Issued -_-----------_----____ typo -f,,E d HE COMMONWEALTH OF MASSACHUSETTS BA TABLE,MASSACHUSETTS rtificat>e of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( 4 Repaired( ) Upgraded( ) Abandoned( )by )yp��� C' oL%jy-1, Ca . at C1 S has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit N _ _ dated Installer Riot- `7: �� fie)s �c. Designer. . �_ 01--X1 C� #bedrooms j a +4k f Approved design flow gpd The issuance of this permit shall not be construed as a guarantee that the system will function as designed. Date Inspector ,_., ` •�,.ru,•� .ter - . . x". a"".w,�^.�d.'".w.. «., _.,•n.<fiy� T` ,;� .T.4. . .•�..� . -, -. Ai Q- 1- f No ` � � I ( ¢� f. 111 G { �j fk !' Fee THE COMMO�WEA Entered in, I• LTH OF MASACHISETTS i iy E air .-Yes PUBLIC HEALTH DIVISION`- TOWN OF BARNSTABLE, MASSACHUSETTS 4plication for Mipposat#pstpm Construction Permit `Application'for a Permit to Construct( Repair( ) Upgrade( ) Abandon( ) Wcomplete System ❑Individual Components Location Address or Lot No. Owner's Name,Address,and Tel.No. Assessor's Map/Parcel4 .9 c,� ,ka 4 17"fusk44 Installer's Name Address,and Tel.No. 1 Y Designer's Name,Address and Tel.No. "pj �¢ 1✓3 '► t� Type of Building: rZ, %► G�•, r'.1'o ►'� G fj�Y! -!' A 0�`tINYI 4: Vic,+ (t 6 n 3 r Dwelling No.of Bedrooms Lot Size y J)N; Cl q. g (6111L, .s ft. Garbage Grinder Other T e of uildin . ' ) s 4:yp g � P� No:'of Persons Showers(nILCafeteria( )4- Other Fixtures Design Flow(min.rennqui ed) i gpd Design yy flow provided i , gpd �. Plan Date d +%F Num er of sheets .1 Revision Date Title �Y1 � '1 1.3� � SP i nn �)YPrr' 1'i' 5 ! i ��i I , Size of Septic Tank �� 9 - Type of S.A.S. ,Description of Soil �Sri �_ m��J (`y)d r� Nature of Repairs or Alterations(Answer when applicable) at Date last inspected: 1 l l Agreement:" The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions Of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of Compliance has been issued by this Board of Heal r R Signed Date ~1 �' ' Application Approved by /a �- �� I `j Date ' Application Disapproved b nn PP PP Y .*/ __ � �. V Date 1`7/2—t for the following reasons 104ys/.4-4, I M of f'C le j,',f � 45AV " 6 CIO)- tj�"yo ,r1. .:�� v �Q Y Date Issued ----- - -"- -•--------- - --- --- •- - ------w �r3Gf d )ems 4v¢,J-kLTHE COMMONWEALTH OF MASSACHUSETTS BARN TABLE MASSACHUSETTS g�or M[ rtificate of Compliance � c73✓n \ THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( Repaired( ) Upgraded( ) Abandoned(. )by �2.a @ ciY r i ! • 0 V ql 1 © A.�i ' at "Al'y - G'� 'V has been constructed in accordance r with the provisions of Title 5 and the for Disposal System Construction Permit No,�o ill— t dated In"staller € ,C� ,rix 13. QQ4'0' CC) ' �t�r�. Designer e-D99`5r~� #bedrooms It) i.i Approved design flow gpd The issuance of this permit shall not be construed as a guarantee that the system will function as designed. Date Inspector W --• ----- ---•-- -- -- - - --- r No.. t 6—a! ° �! FeeTHE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS Misposal *pstem Construction Permit Permission is hereby granted to Construct( Repair( ) Upgrade( .) Abandon( ) System located at and as described in the above Application for Disposal System Construction Permit. The applicant recognized his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided:Construction must be completed within three years of the date of this permit. f} Date Approved by �tYa L•... )u' it � i COASTAL engineering co. July 16, 2021 C19442.00 Board of Health Attn: Thomas McKean, Health Director 200 Main Street Hyannis, MA 02601 Re: DSCP COC—Statement of Compliance TMT Realty Trust 979 Sea View Ave Osterville, MA Map: 090, Parcel: 008 Permit#2020-393 Dear Mr. McKean and Board Members: = Coastal Engineering inspected the sewage disposal system installation at the above referenced property prior to being backfilled. Our inspection found the system to be installed in substantial compliance with the approved plan with respect to overall dimensions and elevations. Please note that at the time of our inspections final grading had not yet been completed. The installer must grade properly to have a maximum of three feet of cover over the sewage disposal system. If you have any questions, please do not hesitate to contact me directly at (508) 255-6511 extension x485. Very truly yours, COASTAL ENGINEERING CO., INC. 2 Sean M. Riley, P.E. SMR/cad Enclosures cc: 979 Sea View Ave KVC Builders Robert B. Our Co. Sean M. Riley, Project Manager Orleans I Sandwich I Nantucket mm 0 ffim ,, , Town of Barnstable Inspectional Services , STAB Public Health Division MASS. � Thomas McKean, Director 200 Main Street,Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Revised Installer& Designer Certification Form Date: 7/15/2021 Sewage Permit# 2020-393 Assessor's Map\Parcel 090-008 Sean M. Riley, P.E. Designer: Coastal Engineering Co.,Inc. Installer: Robert B. Our Co. Address: 260 Cranberry Highway Address: 24 Great Western Road Orleans,MA 02653 Harwich,MA 02645 REV 7/15/2021 On 12/2020 Robert B. Our was issued a permit to install a (date) (installer) septic system at 979 Sea View Ave, Osterville (Guest House) based on a design drawn by Sean M. Riley, P.E. (address) Coastal Engineering Co.,Inc. dated 7/15/2021 (designer) X 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 I\A approval letters (if applicable) ZH of MgSSgcy O .:S GNP 8 cl (Installer's Sig ture) 6 a s ��F�G�STE�� J�- -R + SS/ONAL�w (Designer's Signature) (Affix Designer's Stamp Here) PLEASE RETURN TO BARNSTABLE PUBLIC HEALTH DIVISION. 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. Woaldepts\HEALTHISEWER connceASEPTIODesigner Certification Form Rev&14-13.DOC Commonwealth of Massachusetts o90" OV8 Title 5 Official Inspection Form Subsurface Sewage Disposal System Form Not for Voluntary Assessments c 979 Sea View Ave. Property Address Ann Plimpton r'? Owner Owner's Name r information is required for every 0 terville ✓ MA 02655 7/10/2020 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. Please see completeness checklist at the end of the form.. Important:When A. Inspector Information 61 of /ti?3a-- filling out forms on the computer, use only the tab .lames Ford key to move your Name of Inspector cursor 7 do not Ford Septic Services LLC use the return Company Name key. P.O. Box 49 � Company Address Osterville MA 02655 —City/Town- State Zip Code 508-862-9400 S12482 Telephone Number License Number B. Certification I certify that: I am a DE7 approved system inspector in full compliance with Section 15.340 of Title 5 (310 CMR 15.000); I have personally inspected the sewage disposal system at the property address listed above; the information reported below is true, accurate and complete as of the time of my inspection; and the inspection was performed based on my training and experience.in the proper function and maintenance of on-site sewage disposal systems. After conducting this inspection I have determined that the system: Passes 2. .❑ Conditionally Passes 3. ❑ Needs Further Evaluation by the Local Approving.Authority 4. Fails 7/16/2020 In spec s Signature Date The.s em inspector shall submit a copy of this inspection report to the Approving Authority(Board of Health orDEP)within 30 days of completing this inspection. If the system 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 DER The original form should be sent to the system owner and copies sent to the buyer, if applicable, and the approving authority. Please note: 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. t5insp.doc•rev.7126/2018 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 1 of 16 I Commonwealth of Massachusetts qT Title 5 Official Inspection Form <� Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 979 Sea View Ave. Property Address Ann Plimpton Owner Owner's Name information is required for every Osterville MA 02655 7/10/2020 page. Cityrrown State Zip Code Date of Inspection C. Inspection Summary Inspection Summary: Complete 1, 2, 3, or 5 and all of 4 and 6 1) 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: 2) System Conditionally Passes: ❑ One or more system components as described in the"Conditional Pass"section need to be replaced or repaired. The system, upon.completion of the replacement or repair, as approved by the Board of Health, will pass. Check the box for"yes","no"or"not determined" (Y, N, ND)for the following statements. If"not determined," please explain. The septic tank is metal and over 20 years old*or the septic tank(whether metal or not) is structurally unsound, exhibits substantial infiltration or exfiltration or tank failure is imminent. System will pass inspection if the existing tank is replaced with a complying septic tank as approved by the Board of Health. *A metal septic tank will pass inspection if it is structurally sound, not leaking and if a.Certificate of Compliance indicating that the tank is less than 20 years old is.available, ❑ Y ❑ N ❑ ND (Explain below): t5insp.doc-rev.7126/2018 Title 5 Official Inspection Form_-Subsurface Sewage Disposal System•Page 2 of 18' Commonwealth of Massachusetts =. Title 5 Official Inspection _Form 11 Subsurface Sewage Disposal System Form-Not for Voluntary Assessments 979 Sea View.Ave. Property Address Ann Plimpton Owner Owner's Name information required for every Osterville MA 02655 7/10/2020 page. Citylrown State. Zip Code Date of Inspection C. Inspection Summary (coni.) 2) System Conditionally Passes (cont.): ❑ Pump Chamber pumps/alarms not operational. System will pass with Board of Health approval if pumps/alarms are repaired. ❑ 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): 3) 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. a. 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: t5insp.doc•rev.7/26/2'018 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 3 of 18 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 979 Sea View Ave. Property Address Ann Plimpton Owner Owner's Name information is required for every Osterville MA 02655 7/10/2020 page. Cityrrown State Zip Code Date of Inspection C. Inspection Summary (cons.) ❑ 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 b. 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 aseptic 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 SASis 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 themell 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. c. Other: 4). System Failure Criteria Applicable to All Systems: You must indicate"Yes" or"No"to each of the following for all inspections: Yes No Backe of sewage into.facility or system,component due to overloaded ❑ ® p 9 Y Y p 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 t5insp.doc-rev.7/26/2018 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 4 of 14 C Commonwealth of Massachusetts Title 5 Official Inspection Form Disposal System Form -Not for Voluntary Subsurface Sewage Dispo y Assessments l% 979 Sea View Ave. u� Property Address Ann Plimpton Owner Owner's Name information is Osterville MA. 02655 7/10/2020 required for every page. City/Town State Zip Code Date of Inspection C. Inspection Summary (cont.) 4) System Failure Criteria Applicable to All Systems: (cont.) Yes No ❑ Z 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 '/2 day flow El 1z Required pumping more than 4 times in the last year NOT due to clogged or obstructed pipe(s). Number of times pumped: ❑ ® Any portion of the SAS., cesspool or privy is below high.ground water elevation. ❑ ® Any portion of cesspool or privy is within 100 feet of a surface water supply or tributary to a surface water supply. ❑ Any portion of a cesspool or privy,is within a Zone 1 of a.public:water supply 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 2000 gpd- 10,000 gpd. ❑ 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: 5) Large Systems: To be considered a large system the system must,serve a facilitywith 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 CA. Yes No ❑ Z. 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 ❑ z 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 t5insp.doc•rev.7/26/2018 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 5 of 18 Commonwealth of Massachusetts Title 5 Official Inspection Form ` Subsurface Sewage Disposal System Form-Not for Voluntary Assessments 979 Sea View Ave. Property Address Ann Plimpton Owner Owners Name information is osterville MA 02655 7/10/2020 required for every page. City/Town State Zip Code Date of Inspection C. Inspection Summary (cont.) If you have answered "yes" to any question in Section C.5 the,system is considered a significant threat, or answered"yes"to any question in Section CA above the large system has failed. The owner or operator of any large system considered'a significant threat under Section C:5 or failed under Section CA shall upgrade the system in accordance with 310 CMR 15.304. The system owner should contact the appropriate regional office of the Department. 6. You must indicate"yes.or"no"for each of the following for aU inspections: Yes No ® ❑ Pumping information was provided by the.owner, occupant, or Board of Health ❑ 0 Were an of the system components pumped out in the previous two weeks? Y Y . p p p ® ❑ 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 backup? • ❑ Was the site inspected for signs of breakout? ® ❑ 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? 0 ® 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)] t5insp.doc•rev.7/26/2018 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 6 of 18 c Commonwealth of Massachusetts Title 5 official Inspection Fora r Subsurface Sewage Disposal System Form- Not for Voluntary Assessments 979 Sea View Ave. Property Address Ann Plimpton Owner Owner's Name information is required for every Osterville MA 02655 7/10/2020 page. Cityrrown State Zip Code Date of Inspection D. System Information 1. Residential Flow Conditions: Number of bedrooms(design): 5 Number of bedrooms (actual): 5 DESIGN flow based on 310 CMR 15.203(for example: 110 gpd x#of bedrooms): 550 Description: Number of current residents, 2 Does residence have a garbage.grinder? ❑. Yes �. No Does residence have a water treatment unit? ❑ Yes ❑ No If yes, discharges to: Is laundry on a separate sewage system?(Include laundry,system inspection. ❑ Yes ❑ No information in this report.) Laundry system inspected? ❑ Yes ® No Seasonal use? ❑ Yes 1E No Water meter readings, if available (last 2 years usage (gpd)): Detail unavailable Sump pump? ❑ Yes ED No Last date of occupancy: currently Date t5insp.doc+rev.7126/2018 Title 5 Official Inspection Form:Subsurface.Sewage Disposal System•Page 7 of 18 f c Commonwealth of Massachusetts @ Title 5 Official Inspection Form .; Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 979 Sea View Ave. Property Address Ann Plimpton Owner Owner's Name information is Osterville MA 02655 7/10/2020 required for every page. City/Town State Zip Code Date of Inspection D. System Information (cont.) 2. Commercial/Industrial Flow Conditions: Type of Establishment: Design flow(based on'310 CMR 15.203): Gallons per day(god) Basis of design flow(seats/persons/sq.ft., etc..): Grease trap present? ❑ Yes ❑ No Water treatment unit present? ❑ Yes ❑ No If Yes, discharges to: 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 below): 3. Pumping Records: Source of information: unknown Was system pumped as part of the inspection? ❑ Yes ® No If yes, volume pumped: gallons How was quantity pumped,determined? Reason for pumping: t5insp.doc-rev.7126/2018 Title 5 official Inspection Form-.Subsurface Sewage Disposal System Page 8 of 18 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 979 Sea View Ave. Property Address Ann Plimpton Owner Owner's Name information is required for every Osterville MA 02655 7/10/2020 page. Cityrrown State Zip Code Date of Inspection .D. System Information (cont.) 4. 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); Approximate age of all components, date installed (if known)and source of information: installed on 6/13/12 Were sewage odors detected when arriving at the site? ❑ Yes ® No 5. Building Sewer(locate on site plan): Depth below grade-. feet Material of construction: ❑ cast iron Z 40 PVC ❑ other`(explain): Distance from private water supply well or suction line: feet Comments(on condition.of joints, venting,evidence of leakage,:etc.): t5insp.doc•rev.712 612 01 8 Title 5 Official Inspection Form:Subsurface Sewage Disposal System.Page 9 of 18 Commonwealth of Massachusetts F Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments 979 Sea View Ave. Property Address Ann Plimpton Owner Owner's Name information is Osterville MA 02655 7/10/2020 required for every page, Citylrown State Zip Code Date of Inspection D. System Information (cont.) 6. Septic Tank(locate on site plan): Depth below grade: 36"feet Material of construction: ® concrete ❑ metal ❑fiberglass ❑polyethylene ❑ other(explain) tank _ If to Is metal, list age: years Is age confirmed by a Certificate of Compliance? (attach a copy of certificate) ❑ Yes ❑ No Dimensions: 1500 H-10 Sludge depth: 3 Distance from top of sludge to bottom of outlet tee or baffle 24 Scum thickness 4 Distance from top of scum to top of outlet tee or baffle 6 Distance from bottom of scum to bottom of outlet tee or baffle 1.2 How were dimensions determined? 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.): The Tees were present. There was no sign of leakage, The outlet cover was to grade. t5insp.doc-rev.7/26/2018 Title 5 Official Inspection Form:Subsurface Sewege Disposal System-Page 10 of 18 I f Commonwealth of Massachusetts Title 5 Official Inspection Fora Subsurface Sewage Disposal System Form-Not for Voluntary Assessments 979 Sea View Ave. Property Address Ann Plimpton Owner Owner's Name information is Osterville MA 02655 7/10/2020 required for every page. City/Town State Zip Code Date of Inspection D. System Information (cant) 7. Grease Trap(locate on site:plan): Depth below grade: feet. Material of construction: ❑ concrete ❑ metal ❑fiberglass ❑ polyethylene ❑other(explain): N/a 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.):. 8. 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): N/a. Dimensions: Capacity: gallons Design Flow: gallons per day t5insp.doc•rev.7/26/2016 Title.5 Official Inspection Form:Subsurface Sewage Disposal System•Page 11 of 18' Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 979 Sea View Ave. Property Address Ann Plimpton Owner Owner's Name information is required for every Osterville MA 02655 7/10/2020 page. Gitylrown State Zip Code Date of Inspection D. System Information (cont.) 8. Tight or Holding Tank(cont.) Alarm present: ❑ Yes ❑ No Alarm level: Alarm in working order: ❑ Yes ❑ No Date of last pumping: Date Comments.(condition of alarm and float switches, etc.); N/a ' Attach copy of current pumping contract(required). Is copy attached? ❑ Yes ❑ No 9. Distribution Box(if present must be opened)(locate on site plan): Depth of liquid level above.outlet invert Even Comments(note if box is level and distribution to outlets equal, any evidence of.solids carryover, any evidence of leakage into or out of box,.etc.): The D-box was normal. The cover.was 12" below t5insp.doc-rev.V26/2018 Title 5 Official Inspection Form:Subsurface Sewage.Disposal System-Page 12 of 18 - I f Commonwealth of Massachusetts Title 5 Official Inspection Fora Subsurface Sewage Disposal System Form Not for Voluntary Assessments 979 Sea View Ave. Property Address Ann Plimpton Owner Owner's Name information is required for every Cisterville MA 02655 7/10/2020 page. Cityrrown State Zip Code Date of Inspection D. System Information (cont) 10. Pump Chamber(locate on site plan): Pumps in working order: 0 Yes ❑ No* Alarms in working order: Z Yes ❑ No* Comments (note condition of pump chamber, condition of pumps and appurtenances, etc.): The pump and the alarm were working. The cover was to grade. *If pumps or alarms are not in working order, system is a conditional pass. 11. 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 32-arc36HC 11.5 x40 ❑ overflow cesspool number: ❑ innovative/alternative system Type/name of technology: 15insp:doc•rev_7l26/2018 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 13 of 18` Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments 979 Sea View Ave. Property Address Ann Plimpton Owner Owner's Name information isequired or every very Ostervllle MA 02655 7/10/2020. page. City/Town State Zip Code Date of Inspection D. System Information (cont.) 11. Soil Absorption System (SAS) (cont.) Comments (note condition.of soil, signs of hydraulic failure; level of ponding, damp soil, condition of vegetation, etc.): There was no sign of failure from the leach field. 12. 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 Comments(note condition of soil, signs of hydraulic failure,level of ponding,:condition of vegetation, etc.): n/a t5insp:doc•rev.7/26/2018 Tilley Official Inspection Form:Subsurface Selvage Disposal System•Page 14 of-18 • Commonwealth of Massachusetts IS Title 5 Official Inspection form T Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 979 Sea View Ave. Property Address Ann Plimpton Owner Owners Name information is �SteNille required for every MA 02655 7/10/2020 page. City/Town State Zip Code Date of Inspection D. System Information (cont.) 13. Privy(locate on site plan):. Materials of construction: Nla Dimensions Depth of solids Comments (note condition of soil, signs of hydraulic failure, level of ponding, condition of vegetation, etc.).. t5insp.doc-rev.7/26/2018 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-page 15 of le Commonwealth of Massachusetts Title 5 official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 979 Sea View Ave. Property Address , Ann Plimpton Owner Owner's Name information is required for every Osterville MA 02655 7/10/2020 page. City/Town State Zip Code Date of Inspection D. System Information (coat:) 14. Sketch Of Sewage Disposal System: Provide a view of the sewage disposal system, including ties to at least two permanent reference landmarks or benchmarks. Locate all wells within 100,feet. Locate where public water supply enters the building. Check one of the boxes below: ® hand-sketch in the area below ❑ drawing attached separately C 3 a O a A b t'Y t3 Ck , A 13 C /S ao Q 3V I g, 3 3S 61 t5insp.doc-rev.7/2612018 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page:16 of 18` Commonwealth of Massachusetts p Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments e M. 979 Sea View Ave. - Property Address Ann Plimpton Owner Owner's Name information is required for every Osterville MA 02655 7/10/2020 page. City/Town State Zip Code Date of Inspection D. System Information (cunt.) 15. Site Exam: ® Check Slope ❑ Surface water ❑ Check cellar ❑ Shallow wells Estimated depth to high ground water: H20 at 96" per design plan 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' 6/12 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: see above Before filing this Inspection Report, please see Report Completeness Checklist on next page. t5insp.doc-rev.7/26/2018 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 17 of 10 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments < w 979 Sea View Ave. Property Address Ann Plimpton Owner Owner's Name information is required for every Osterville MA 02655. 7/10/2020 page. City/Town State Zip Code Date of Inspection E. Report Completeness Checklist Complete all applicable sections of this form inclusive of: ® A. Inspector Information: Complete all fields in this section. ® B. Certification: Signed& Dated and 1,2, 3, or 4 checked ® C. Inspection Summary: 1,2, 3, or 5 completed as appropriate 4(Failure Criteria) and 6.(Checklist)completed ® D. System Information: For 8:.Tight/Holding Tank—Pumping contract.attached For 14: Sketch of Sewage Disposal System drawn on pg. 16 or attached For 15: Explanation of estimated depth to high groundwater included t5insp.doc•rev.7/2 612 0 1 8 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 18 of 18 I • .ten Town of Barnstable P# ' Department of Regulatory Services i Public Health Division NABS. Date 200 Main Street,Hyannis MA 02601 Date Scheduled `�' �'�� Time l Fee Pd. t9� Soil Suitability Assessment for Se e Disposal Performed By:_�t C�Ict�� �1m(l e;��1 ��� �� Witnessed LOCATION&GENERAL INFORMATION Location Address [�, Owner's Name 01 -1 �C AVI.e/W Aar fzorti z:iZ ✓ �.ti t' `Address Z 2,OL.1S 7.fx" Cl� ssq a Assessor's Map/Parcel: /0 A Engineer's Name (!,yewr :,TG E0 lt)eea,, NEW CONSTRUCTION REPAIR Telephone# 506cl7-2 7- . fie8-273-0377 Land Use: SIYtde- forntty dWeAIins Slopes 0^ l Surface Stones Distances from: Open Water Body > 100 ft Possible Wet Area > I 20 ft Drinking Water Well --::_ft Drainage Way "- ft Property Line > t b ft Other ft SIMTCII:(Street name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands 3n proximity to holes) S ec. a. aC"4 fl 1c n „ Parent material(geologic) �U�W a S� Depth to Bedrock (Z u b5 S Depth to Groundwater. Standing Water in Hole: t y �5S Weeping from Pit Face Z Estimated Seasonal High Groundwater 964 by S DETERMWATION FOR SEASONAL HIGH WATER TABLE , Method Used: Direc(-Qose;tiaitayi Depth Observed standing in obs.hole: l t y• 14, Deptll to soil mottles:—. �3� In, Depth to weeping from side of obs.hole: it 2 t In, Groundwater Adjustment ft. Index Well# — Reading Date: Index Well level � Adj.factor Adj.Clraundwater Level- PERCOLATION TEST Ditto 21 s-12. Time 11 M Observation Hole# Time at 4" Depth of Perc 30 3Y T Time at 6" � Start Pre-soak Time Time(9"-6") End Pre soak i i:o Ah Rate Min./Inch e 2- Site Suitability Assessment: Site Passed Site Failed: Additional Testing Needed(Y/N) N Original: Public Health 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:\SEPTICIPERCFORM.DOC t DEEP.OBSERVATION HOLE LOG Hole# f _ Depth from -Soil Horizon Soil Texture .Sdil Color Soil ' Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones;Boulders. onsisten cy%'Gravel) 1�- 34 13 LS - 3b-120 G .5Y 44 �bYrsg • • DEEP OBSERVATION HOLE LOG Hole# 2— Depth from Soil Horizon Soil Texture Sol Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. onsis en %Grave L 5 /O�r 3Il — lZ-3b LS /UY( �UYr S/B DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency,%Gravell 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 Map: Above 500 year flood boundary No Z Yes..______ Within 500 year boundary No✓ Yes ' Within 100 year flood boundary No._,___, Yes'••V Depth of Naturally Occurring Pervious Material Does at least four feet of naturally occurring pervious material exist in all areas observed throughout the area proposed for the soil absorption system? je-S If not,what is the depth of naturally occurring pervious material? Certification I certify that on i0 (date)I have passed the soil evaluator examination approved by the Department of Environmental Protection and that the above analysis was performed by me consistent with . the required training,expertifi6 and ex erience described in 310 CMR 15.017, Signature Date Q:\S.EPTIMERCPORM.DOC TOWN OF BARNSTABLE LOCATION Q 7 Q Sea 111 e yi !Ave- SEWAGE# 7-O l 2- - 07 VILLAGE 0,3-f P-r VI UP ASSESSOR'S MAP&PARCEL INSTALLER'S NAME&PHONE NO. Ile �y�'fPr tst�s LA-C. ;WO '-If /-,V77 SEPTIC TANK CAPACITY 1500 God tayt k A000 Gc,.1 Pump r-kcxr"jer LEACHING FACILITY:(type) 3 0L ARCH e,� 1�a ao (size) j/ 3"X q-0 NO.OF BEDROOMS OWNER /Ru4i) T, Pidoplon a PERMIT DATE: 3 'Z 5 - 2,-12, COMPLIANCE DATE: 6 /� Separation Distance Between the: �! Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility �,�� of Feet Private Water Supply Well and Leaching Facility(If any wells exist on site or within 200 feet of leaching facility) /V Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) 130 Feet FURNISHED BY C.4 p2t�i �i�/Jf ,(✓7 s c� L L C �cs ash 4D�G A-1- Fr'S' 6 8-6—IEro5 A -T=3® " 13-°7.z 3.�e A -6=24. 8-2=7a..3 o. 13-7 � 8 No. v�t� AIL—, Fee '00 .' THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: es PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS 4plitation for Misposar 6pstem Construction Permit Application for a Permit to Construct( ) Repair W Upgrade( ) Abandon( ) �9complete System ❑Individual Components Location Address or Lot No.9-19 5c, Yt b-w AvE ®ST. Owner's Name,Address,and Tel.No. Assessor's Map/Parcel O.VT(A PL'&4PT0Q Installer's Name,Address,and Tel.No. 5M -C1'j'1 8g,1 Designer's Name,Address,and Tel.No.jrO$- A73 d 3`17 e,4eu4 D6 ®✓11M�uer LLe_ :4 L Cat 6-tuje-Ze 1tj6, 'Zw E'er Type of Building: Dwelling No.of Bedrooms 5 Lot Size t80111 4" sq.ft. Garbage Grinder( ) Other Type of Building R�b , No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) .50 gpd Design flow provided 5(081 3 gpd Plan Date �'a, ad 1� Number of sheets Revision Date Title q-1q sm( Vl1=V, Avg: Size of Septic Tank Type of S.A.S. �ol / ! � C„ 4-olo BiobimEtjS Description of Soil �Q Nature of Repairs or Alterations(Answer when applicable) N&jo G Z3 6rA-t.W9) -rA*)iL tQ OZU) i oQo Q4(s b 0"o c. -M tJ(om) D—ba& TO 3 a. AWS 24M O, Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of Compliance has been issued by this Board of Health. Si Date a9 -ao Application Approved by TDate 3 --2 g—2 0 12 Application Disapproved by Date for the following reasons Permit No. �� 2 0? Date Issued No. O I 0-71 �� .... v� w Fee y r �.. '.' a Entered in computer: THE COMMONW �kLTH OF MASSACHUSETTS �E , PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS es ZippYication for Disposal 6pstem Construction Permit Application for a Permit to Construct( ) Repair W Upgrade( ) Abandon( ) [j omplete System ❑Individual Components ' 9 Location Address or Lot No. 9-1q S(;,A yt bU AV6 6M. i <: Owner's Name,Address,and Tel.No. 1ZvTR Pu Aa-tw j Assessor'sMap/Parcel O/©,q a.L poNS1-a2 Gaeyrpur 14it.A_ , mA Installer's Name,Address,and Tel:No. .5M-tJ7j 8817 Designer's Name,Address,and Tel:No. 5'0S-,2'73 ••0 317 ( At- Sy vkA5406ir-_ MA 1 :2$54 CeA t-t E 9- Type of Building:,- g 190AJ7y' q g ( ) Dwelling No.of Bedrooms Lot Size s .ft. Garbage Grinder Other Type of Building R,-5(j)%hA(,e No.of Persons Showers( ) Cafeteria( ) 1 Other Fixtures s Design Flow(min.required) j 5(,7 gpd Design flow provided ry(og 3 gpd f Plan Date a~21 e18(x Number of sheets Revision Date ' Title q-191 S q( V 1!]I�) AVE l' t Size of Septic Tank % 5j oo Type of S.A.S. 3A Axt 36M. 14-AO D lotk M.1�& Description of Soil Q GA )keh Srlva/&�� Nature of Repairs orAlterat oos(Answer when applicable) N fig) baby) [.�(,t,(,�jQ/ 1]�UIL .� dJTat�' ({�C Tb �!otfj u-Rox• -M 3A AW, 34sNC 4-.2.0 t�ty9l��uS C Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of Compliance has been issued by this Board of Health. Si a Date 3- ;L. Application Approved by Date -1 g-'2 0, z Application Disapproved by Date { for the following reasons PermitFNo. �L 0 12 U - Date Issued 1 i THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS Certificate of Compliance _ THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired(X) Upgraded( ) Abandoned( )by ClW"ME l O-TSO&sZ LW ` ate 919 SSA VIEW AVE 0<;jj* .C' has been constructed in accordance ( , a with the provisions of Title 5 and the for Disposal System Construction Permit No. 9V i' -0 7k dated Installer m- LW_ Designer :L egjW��,UI SNd- #bedrooms Approved design flow 4 L2-g 3 gpd _ The issuance of this per,mit�i�all n o),b e construed as a guarantee that the syst will functi a d•si ned. Date / Inspecto i - - - - -------------------------------------------------------- - -------------'------------------------------ ------ No. a d/ 2 -67 Fee vU - THE COMMONWEALTH OF MASSACHUSETTS -PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS -Disposal 6pstem Construction Permit Permission is hereby granted to Construct( ) Repair(y) Upgrade( ) Abandon( ) System located at 919 5" Vu&_) M 5 dSTe V!LL,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 must be completed within three years of the date of this permis Date 3 f 2 Approved by 1� r G nle l`^n ( A s �1 fir �� � �! r (��, Y �l. c , c �. �. o T6wn Of Barnstable Regulatory Services 4 Thomas F.Geller,Director MAM Public Health Division i0 � Thomas McKean,Director o, 200 Main Street, Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-700-6304 Date: 6 -/3"« Sewage Permit# �012'd7`� Assessor's Map/Parcel 90 / 0 8 Installer&Designer Certification Form Designer: Sc �r1r tnee.c cn 5 , TYI G. Installer: Gaec"ck- tnker freszs Address: 25-`t C rctnbcct7 14 ' Address: eoe% wo(dnom t1a n2%38 OZ63-�_ _;o$-273-0377 On 2-9-Zo 1 Z w) CIV ties was issued a permit to install a (date) (installer) septic system at 971 Sea V lew A JC AJe. based on a design drawn by (address) C En5zoezct,n5 ,The, dated F&Lty j 27, 20i4 (designer) 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. Stripout (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. Stripout (if required) cted and the soils were found satisfactory. of JOHNyL CHURCMU ivi(I ler's Si g ure) n 41L8 0 esigner s Signature (Affix De g Here) ' A P SE RETURN TO ARNSTABLE PUBLIC HEAL D SION. 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:\office formMesignercenification fonn.doc r 1 260 Cranberry Highway o J(� - °`'eons'MA 02653 TRANSMITTAL ` 508.215,6511 P -508,255.6700 1: COASTALOrleans I Sandwich I Nantucket engineering CO. coastalengineeringcompany.com To: Barnstable Board of Health Date: 7/16/2021 Project No. C19442.00 Attn: Marybeth McKenzie 200 Main Street Via: []1st Class Mail []Pick up ®Delivery []Fed Ex Hyannis, MA Phone: Fax: Subject: REVISED DSCP Application No. of pages to follow: _ Permit,#2020-393 TMT Realty Trust 979 Sea View Ave — Guest House d Osterville, MA Map: 090, Parcel: 008 ® Plans Copy of Letter Specifications ® Other We are sending the following items: Copies Date No. Description 1 7/15/2021 DSCP Application (New/Revised for Permit# 2020-393) 2 copies REV Barnstable BOH Checklist 7/15/2021 2 Wet Stamped, 7/15/2021 C2.1.2 Coastal Engineering Co., Inc. Plan Showing Proposed Sewage Disposal 1 Copy System for Guest House 2 Wet Stamped, 7/15/2021 C2.4.1 Coastal Engineering Co., Inc. Plan Showing Sewage Disposal System Details, 1 Copy for Guest House These are transmitted as checked below: for approval ®for your use F�as requested for review 5 comment Remarks: Enclosed, please find copies of the plans and checklist, for the above referenced project. If you have any questions, please contact our office. cc: KVC Builders By: Carla Davis Robert B. Our Co. Sean M. Riley, Project Manager DADOC\C19400\19442-No physical folder\Permitting\BOH-Family Cottage\Rev App 7-16-2021\Transmittal Template.doc NOTE:If enclosures are not as noted,please contact us at(508)255-6511 , I 260 Cranberry Highway Orleans, MA 02653 TRANSMITTAL 508.255.6511 R 508 1:.255.6700 COASTALOrleans I Sandwich I Nantucket engineering co. coastalengineeringcompany.com To: Barnstable Board.of Health Date: 7/16(2021 Project No. C19442.00 Attn: Marybeth McKenzie 200 Main Street Via: F-]ist Class Mail OPick up ®Delivery Fed Ex Hyannis, MA Phone: Fax: Subject: DSCP COC—Statement of Compliance No. of pages to follow: TMT Realty Trust 979 Sea View Ave Osterville, MA Map: 090, Parcel: 008 Permit#2020-393 ® Plans Copy of Letter Specifications ® Other We are sending the following items: Copies Date No. Description 1 7/16/2021 Statement of Compliance 1 7/16/2021 Installer 6 Designer Certification Form 2 7/16/2021 E+.4.+— r�771e"�d( These are transmitted as checked below: F-Ifor approval ®for your use [:]as requested for review 6 comment Remarks: Enclosed, please find copies of the documents and plans, for the above referenced project. If you have any questions, please contact our office. cc: KVC Builders By: Carla Davis Robert B. Our Co. Sean M. Riley, Project Manager D:\D01\09400\19442-No physical folder\Permitting\BOH-Family Cottage\Rev App 7-16-2021\Close out\Transmittal Template.doc NOTE:If enclosures ore not as noted,please contact us at(508)255-6511 } FLOOD ZONE: DATUM: fk LEGEND a00DZONE Vf 131 ZONE VE LIaI AND ZONE Af IfL III ELEVAnONs6HDVMHEREONNIE EXISTING ON TI18 NVWO AREA ECT REPRESEMAnON BASED ON THE NORM OF OF THE GRAPHIC FLOOD ZONE SWNDAPoES SHOWN ON FEfIA VEHIICN.OANM OF i833 EN I-) COASTAL ■ BOUND NOT PANEL RSWtCO)OJ EOTIVENLV 13,mts.MEASE 6PEL¢c a000aAJN BaAJDNnEs eur walneMna cm wA esvA vE a E° REFERENCE: N) ��we.N.m .f ELECTRIC METER - irrt6E BOUNOMIE6 VATMT EOESO TEOCOM��� A&6E99p19 MAP DSD,PMCEI WB AGERS NJO'OtJ FE vA DG OASMEIEA _ _ PNOPOSED STRUCTURES. LF.etgp2g p 'O' IRPoMnON COMRM BO% Cim .LOT] $ 52 E WATER SUPPLY NOTE:INSTALL —r— WATER IJNE - . STNl W PPLY AI&+9U GREAT ER THAN tO FRp PLAN 1 LC. —mW-1.tol rWm { WSCELLANEOU6 MANHOLE - EER EOMPONENT6.WN OR THE WA TER 11E:'1 .I\„ RE CRO65E5 UT POSSIBLE LE PROW THEN SOEF�TKJN I9 NOT POSSBRE PROVOE A 6lEED CO R HEDWEaO PVL PIPE OVER THE PROPOSED OSTERNLLE,LLS SR SEWER EERNCES.SLEEVE TO EXTENDA mWMUN r� A 131 SPOT GRACE QQ / - , OF IO BEYOND UTERV COMPONENT ISEE-1), • . KEY MAP N --TREE GECIWOU6TREE S �. GTLNBYNN •' .� ��1 �w�y� ZONING TABLE � Nab YZ (( ASSES ORB qq ..I—ELNE eougDMv y h�/x,\ a.xraor we>aA awrVv RF-I DISTRICT: PARCEL COS MAP 090 F $ PROPOSED Yy1� ® - [J(] '1�f�;' ; owvOrnr - SUBJECT REWIRED EXISTING PROPOSED 'J.'• , Fs SEWER bYEEVE OE)NL !! Arar ADT W;l.LIC LOT AREA E.F.N580 B33Mx AF. OCNANGE tl APPROXIMATE_ 0' _---- _ ) f V ® -TER.— f 1 1 �r 't j - 1 nrcrngN. I FRONTA4E - mn. 4331 NO CHANGE rnanass0 LOT WIDTH 1D FT. IT&3="T —o— G0.9 UNE I F-�—__ �' f f f:. No cwwC£ y,; MNN MOUSE-PR01R 6ETSACK 3p FT. —.— ELECNBO UNE 1 msnL iy, � N+6Posrn x ,. 157 txn taB]f FT v ;('•���.a V.h�C��i � MOUSE-RAGE SE)BaCN-xOInH 320x FT SLxx FT z5—.= SEWERa•GRAvitt I 1 TLeFa eLs L`frA ° wurrr y �y • :k NNN HouSE 610E SETeACN.EnST 6- 1m ,Si st FT. EEII Ni —I.. S �- 6EVJFAa•iORCE MNN 1 �.f% asweo I - re dgEnATOR SIDE SEiBA[N-WEST- ISFT ,pSL FT al3=n 1 ooN [uE _ \\ � xY�✓�;'fj/� � pb NNN HOUSE g Ik y� moHxmRRnr N 1 t C • g3339 y N—IE-REAR EEI_ tS FT 211ai FT ZII tt F) eoNmwuaroAFN.i ,�.] 1 ri Y'�Y.% •:5••.. •.d phi- r>• ./( 9 ty i�� _- — •. GA—E-FRONT EEIEn Fi. OVNE DUNE) 111 1\ v d s iti. •"i +A;.: i:y:,t\ 5: :. > -I ..)Pa 3 II sle:Fr .r '. N. �� k�..i .. ♦n .:1,iM. _, $ GwACE.sBE SETBACN.ImRrM III f !i lIi ]^+*✓ f\5 \ `�'/� ?t`X•,Pa"•..2 �r i ONUGE.6JOE SEreT.cK.EAST on. i 1111�/ � c�r� ,� l ' _i-- _ r } ' '� 'r :{•, r +T)'H 1RT W.earcrr«1Ns cN>ACE-erJE SETeneK-WEST +s n. wA zels=n. ' jJII�Ii i/ /�,/ S t N �..\\. 1T \�'`Y/ • k7 ?'�.0�?:dta �?� 1 [ay.roj ao�. GARAGE-REAREET.6, mFi. Wn I6o.at Fi. - I Ell �`// ) x.Pf. T C.lxs v j: 1' ,> MrA,sgrwwLn n..>s.a,r ,JSbfn f l'fr / �• \ Kh ti(r \ n(. i y),�j�yr.� •k T" I/•I ooxf• / jAOEWETLANO6 pEN]t WA IWNE d><}�Z.} / �x FRONT6ErBA6K FT 1t1.pi FT NOCHANGE 1!!/ /; � \\�, k ? / I 1 1 "Ao mx) j G O•D I P,?J� °I I FmFxv[ /�1 /^ -I 91D sEECCE550RA�xsr lHnRE MET. a1x FT NO CHANGE b' Fes— '♦1 ADOEss°Rr STRUCTURE Z •RP L U'a, a ,YM •n ~/.•'% .. N - yDESnBACN.EAST 52Txn NOCIWJGE W YC\\y Y °°m r IIo a e / +' N ) / waoemsxs[A MLCE ETOR�V•6 RUCTURE FT. FT 41DCHPNGE W t _ Lu jA/r,0.p '� u' - HEAR GFrencli 6Pr. sss It NO cHANGE Z VL >... �. DrV a=r• 4 ' °L / •^ �11 •" _ - _ II M1 nccEss°ar sTRucnJRE Fr W O.. vT " o FAawRw �G„ -- - " - = JuevwK wEnnrm SETB1[N an se,E1 NOCHANGE jZ \ Y X' j i - _ POOLHOUSE-FRONTEETS-K n. I1B ax n. Q >(L Y. t }C },`yC\K/}O ,i\ 1 �/ /I T[miJas — w� PoOL HOUSE.9C£SFBYX. SFT. wA FT W 0G \} , / ,Lf hMt a r._ Sxs pRw2u VMA W Y • ,e POGL IOUSF-SIDE SETSACK-EAST 13 n. WA BSx FT > r �'JC�� e4���� ,\ Qy�J' -. ti v •ya n., .v.._ - WA 44W 4 H_E.EM SETBJI a�rK WA U) w \\ -- I❑ F .4C\\.1 r POOL rOUSE wE 15 n. WA t(WNEI � 0w �pM 1 K \' rtsiRa e.Rww 11ra1 NNNNOLISE BWLDUIGHEICM N O l ' ry��\�a�'J ♦ �. C �.\C'l\L 1l mFr. 3D.BB FT. _ a wA rs' T ♦ ,� \Y \,tit a: r r�Myt•'' I s wRAGE.BwLmucnOGHr son wA III FT, O' '� .. \ 1� �'.. - \ Q Q- =ma", B .,.�..�a t\N�y )f .,"5 L ."."'+•.. ,\fir } a La,c is ucruRE Wn. -m)Jfn. roocwvmE d- • / / _,_.\_- � ., \ P,h rti a :, �" '�-" -'+' I^'T �� ��,.1ppF roDL HousE-Bunmwl HElcHr mFT Is2T n. ul 4 _ t \_ } _�. v�•y�, BUILDING HEIGHT NOTE: " N E -s . •.Q C \4'.,.k'r vy'y:. wrrmL EnsnNG FAwLV APARnaNr c°nacE AS D rr g 1 °" QQ 2R. \ � •k -+r. • -1 F�.nsnuciGPPUTe EL-utr - . t aBuzc.wG /�� L `.. / `• �- E%14nNG G0)TAOe BUILOMO_HT-33.0 13AB.m.13 —.--_i'_ �, PROPOSED MNN HOUSE crTn ar DAV . rd34, r ..✓��.../ AOEwArle.tl)S' _ �� // ' \ 'w e � '�)/. �..��^�^"'-•��~, STING TOPPUTE El.a3)4' t! 6MR 1 .. eLEwrJ mMn ras,ay.nrvrru \ ��•�'.~ Ex1S1WG Cbn GE BUM1DMGHEWHT.tS W.,x.m=b.pD p E ��•_,�`��•,. - PROPOSED(MMDE. �. e 6 areP GRa NE.,1�. C2:1.1 PLAN EZIsnND TDP PurE EL..Styr :. & wsnu G cOTTAce E anLDwD NEWNr.J.s.tl w-m.Br 10 o m PRDP sED PGDLHwusE tim•mR GRnDEPIANE•1L)9 w xcTNo. _NK6r6 onsnwo TDP PIATF a..a.ae g� EnsngG fATTAGE euunwGHJEagr-za.e.n.16-,�.xr 3 clBeazp° 12.8' L 10.4' (a 17.6' =225± S.F. - a U 2 M1 22.4'x12.8' "v (14.0'x21.1')/2 =287± S.F. N =148± S.F. 21.1' 10.0' 3.2' ' -f—9.6'— 21.1'x 14.8' - =312± S.F. t L6 9.6'x 6.4' Op `n =61±S.F. ,Q (3.2'X5.5')/2 o =9± S.F. 20.4' N O 04 N MO� 14.0'x26.3' O rn s s s =368±S.F. s 3 v U 26.3' i aoaaoa 26_3'x6.9')/2 00 � 90± N p p p 4 CN 20.2' N Q � � O N 0 o U ' 0 SCALE: 1 '=20' oREQ. RESERVE AREA=1100 GPD/0.74=1487 S.F. U) RESERVE AREA=225±S.F. + 287± S.F. + 148± S.F. + 312± S.F. + 61± S.F. + 9± S.F. + 368± S.F. + 90± S.F. = 1500± S.F. > 1487 S.F. (REQ.) Coastal Engineering Co., Inc. © .2021 DRAWN BY: DAV C19442.dwg 979 SEA VIEW AVENUE SHEET NO. PROJECTC19442.00 SCALE COASTAL RESERVE AREA SKC-3 AS NOTED engineering co. DATE PROJECT OSTERVILLE,MA 06-25-2021 l/ d.7- TOWN OF BARNSTABLE UNDERGROUND FUEL AND CHEMICAL STORAGE SYSTEMS' ASSESSORS MAP NO. d PARCEL NO. ® C% ADDRESS; SfQ VIeW '0IffIf VILLAGE.' QS7R-aVjtL8 14AME;_.. CONTACT PERSON k 4) 3A/0 p D PHONE NUMBER 9 7 7- 0 9i7 J LOCATION OF TANKS; - CAPACITY: ..TYPE OF' FUEL AGE: TYPE: LEAK OR. .CHEMICAL: � ION lt DATE OF PURCHASE OF EACH: 1. 2. 3. 4. 5. _ DATE OF .FIRE DEPARTMENT PERMIT TESTING CERTIFICATION SUBMITTED: PASSE DID NOT PASS PLEASE PROVIDE A SKETCH SHOWING THE LOCATION OF TANKS ON THE BACK OF THIS CARD. 5`\ UP FLOOD ZONE: DATUM: LEGEND FLOOD ZONE VE (EL 15), ZONE VE (EL 14)AND ZONE AE (EL 12) ELEVATIONS SHOWN HEREON ARE EXISTING SHOWN ON THIS DRAWING ARE A DIRECT REPRESENTATION BASED ON THE NORTH AMERICAN OF THE GRAPHIC FLOOD ZONE BOUNDARIES SHOWN ON FEMA VERTICAL DATUM OF 1988 (NAVD 1988) \ / ■ BOUND FIRM PANEL #25001C0757J EFFECTIVE JULY 16, 2014. PLEASE 1 �`� COASTAL NOTE THAT SITE SPECIFIC FLOODPLAIN BOUNDARIES MAY l Wv VARY DUE TO DIFFERENT INTERPRETATIONS OF THESE REF<iRENCE. WEST BAY / �\ engineering co. x WATER VALVE BOUNDARIES. USERS ARE ADVISED TO VERIFY LOCATION OF \ 260 Cranberry Hwy.Orleans,MA 02653 FEW ELECTRIC METER THESE BOUNDARIES WITH THE DESIGNATED COMMUNITY ASSESSORS MAP 090, PARCEL 008 508.255.6511 P 508.255.6700 F FLOODPLAIN MANAGERS AND/OR FEMA PRIOR TO SITING ANY \ / GV c pQ GAS METER CTF. #198026 \ / PROPOSED STRUCTURES. 5 L.C. PLAN 10939-D, LOT 7 AVE Q O Q m O° IRRIGATION CONTROL BOX _WATER SUPPLY NOTE. L.C. PLAN 10939-A 1 SEA VIEW / p p L.C. PLAN 10939-E V WATER LINE INSTALL WATER SUPPLY GREATER THAN 10' FROM L.C. PLAN! 2664-101 �j UTILITY COMPONENTS. WHERE THE WATER NANTUCKET SOUND W SERVICE CROSSES UTILITY OR WHERE THE 10' MISCELLANEOUS MANHOLE Locus } z SEPARATION IS NOT POSSIBLE PROVIDE A SLEEVE W o CONTOUR OF SCHEDULE 40 PVC PIPE OVER THE PROPOSED OSTERVILLE, MA U SEWER SERVICES. SLEEVE TO EXTEND A MINIMUM U) cc SPOT GRADE ;�� OF 10' BEYOND UTILITY COMPONENT (SEE DETAIL). KEY MAP Lu z Q NO SCALE U- y SEWER PIPE U) ❑O 0' \ CONIFEROUS TREE / Q z � Q EXISTING CATCH BASIN TO BE PROTECTED O_ U THROUGHOUT CONSTRUCTION(TYP.) SCH 40 PVC SLEEVE F- _ z ZONING TABLE DECIDUOUS TREE '9� x j Q CATCH BASIN ^� x7,7 PROPOSED ELECTRIC 10'MIN O z Q ❑ ❑ O LINE U ❑ W 7 EILEEN WARD ZONING DISTR CT: ASSESSORS MAP 090 w IW- Q W CTF.#210302 � Q ❑ � 0 COASTAL DUNE BOUNDARY / 10'MIN / RF-1 PARCEL 008 Q U a ASSESSOR'S MAP 090 WATER SUPPLY D PARCEL 017 W O WILDA 8 ELIZABETHALLARD Lu PROPOSED CTF.#22367 DRIVEWAY D Lu SUBJECT REQUIRED EXISTING PROPOSED z O ASSSSOR'S MAP 090 / W D' J J PARCEL00902 _ _ PROPOSED HEDGES SEWER SLEEVE DETAIL LOT AREA 43,560 S.F. 83,629± S.F. NO CHANGE _ w WATER LINE ( .`/ ;..:• (TYP.) I / NOT TO SCALE w W O WATER METER / o PROPOSED Q LL I 1 - UTILITY CORRAL FRONTAGE - 20 FT. 43.3 FT. NO CHANGE ❑ 4. BENCHMARK. Lu A I TOP OF CONC.BOUND ❑ GAS LINE PROPOSED ELEV.=9.15 NA VD88 LOT WIDTH - 125 FT. 278.3± FT. NO CHANGE uj p I 100'BUFFERFROM / ELECTRIC LINES 3 BEDROOM ACCESSORY STRUCTURE DEP DEFINED AL BANK Cr UNDER CONSTRUCTION SE#3-5824 MAIN HOUSE - FRONT SETBACK 30 FT. 157.1± FT. 146.7± FT. o E ELECTRIC LINE ' COASTAL BANK 7 - ' � PROPOSED F.F.E.= 13.50 - Q x8.4 ROOF DRYWELL PROPOSED ROOF LEACHING 8' DIA X 4.5'D DRYWELL 8'DIA X 4.5'D � MAIN HOUSE - SIC°E SETBACK - NORTH 15 FT. 92.0± FT. 51.2± FT. - s SEWER 4" GRAVITY I 0 9 / 18'PINE PROPOSED GRASS w N N N 100'BUFFER FROM SS w EDGE OF DUNE 7 x8.6 13.6'.. ?>„ "'"" WALKWAY(TYP.) p N Co ( o /` F T PROPOSED A/C N MAIN HOUSE - SIDE SETBACK - EAST 15 FT. 108.3± FT. 133.5± FT. cfl x8. PROPOSED \• UNITS 4"PINE PROPOSED w o 0 0 �FM SEWER 2" FORCE MAIN ' GAS LINES \ __ ! zz 0 0 WATER METER _ S88°26' TE 100.07' PROPOSED GENERATOR 0 0 50'BUFFERFROM \_ _ -- '- '-- - _ PAD z MAIN HOUSE - SICE SETBACK -WEST 15 FT. 105.2± FT. 143.2± FT. 0 0 ' PROPOSED STONE ni N EDGE OF DUNE g'i." x 11.3 Q c� No 0 o WALKWAY(TYP.) - _ �.a.O.... \ � rn m PROPOSED ROOF MAIN HOUSE - REAR SETBACK 15 FT. 213.4± FT. 222.4± FT. DRYWELL 8'DIA X 4.5'D _ O'( p• 0 m m I / PARKING .. N ... �p. ..Q PROPOSED 4 HIGH 0 SEAL m m �.. -` AREA - - x POOL FENCE WITH + + DOH#4 I °' 3E i . . - a 61.3- FT. 66.7- FT. d 2 + �sr GATE(TYP.) z MAIN HOUSE -WETLAND SETBACK 35 FT. 5 1 5 A N 60 (DUNE) (DUNE) EXISTING PATH AND I -- BOARDWALK TO REMAIN ' ; ��� h5 +10.5 10.5+ 52T cn GARAGE - FRONTSETBACK 30 FT. N/A 108.5± FT. SHOFMa r �Gogl +10.25 PROPOSED o GARAGE SIDE SETBACK NORTH 10.0' WALL(TYP.) - - 15 FT. N/A 53.8± FT. IL Y 111' o- - - - -. „ ... ,.. PROPOSED o WATER LINES l� 14"OAK o Q r C'I 15 j N85°14'23'E + 10 0 11 u; GARAGE - SIDE SI`TBACK- EAST 15 FT. N/A 133.1± FT. �� F�,57£P``��``w h �•� m 1 1 i v ❑ ooaa0000❑ +10.5 + 0 5 � 8 OAK FSSiONA�EN _ N / +11 o I 10" GARAGE - SIDE Sr`_TBACK -WEST 15 FT N/A 263.5± FT. PROPOSED 1,500 GAL PROPOSED ROOF DRYWELL +13.0� ' -{--- x � � - 20"�, SEPTIC TANK H-2i0 TW13.0 I +13 0 0 ( ) �L m Q /• VD i \ 14'W X 24'L.X4.5'D .: o ^L I _ f ----- - - - -- I I PROPOSED STEPS / PROPOSED �� +13.0 � GARAGE - REAV 15 FT. N/A 299.4± FT. Q / r I z y „ PROPOSED (TYP.) L� . 12 GARAGE 12.83'x 48.67'x 29.17"x 12.83'x 42.0'x 61.5' -- -- PROPOSED >C X„ f,i' �. PARKING/ DRIVEWAY SLAB= 11.50 I 4 LEACHING CHAMBER GARAGE -WETL�:vD SETBACK N/ 135.5± FT. ui - U DOH#3 35 FT. A (DUNE) '..% X*; ,,:' ` COURT AREA `PAVERS J .i., PROPOSED % 13 q I PROPOSED TERRAC� �� - ` ACCESSORY STRUCTURE > FIRE Per / \ 4 30 FT. 111.6± FT. NO CHANGE 1 c r 13 s* WAOLL(TYP.) RESERVE AREA PROPOSED / )� FRONT SETBACK W +11 0 I I / ACCESSORY STRUCTURE (1500 S.F.) D'BOX(H-20) � (n O O 15 FT. 22.1± FT. NO CHANGE T 13. 1 O SIDE SETBACK - P10RTH O W T +12.d 0 10+ +12.0"�a +13.0[] o❑o �.�o� / ,• - 1 � [ I 11.5+ �13.0+ uuu (� ACCESSORY STRUCTURE Z 143 v TVV / 13.0+ i 12.80+ o !` +12.0 5 14"PINE SIDE SETBACK- EAST 14 � 15 FT. 52.7± FT. NO CHANGE +13.5 12.0+ 13.0+ Tw13.0 - 34.T +1 .60 a W PROPOSED I 14 s+ ' 14 Q Q O O Q O ACCESSORY STRUCTUREui F +11.5 0* s H PROPOSED RINSE AREA 5rj Tw1 s O SIDE SETBACK -'NEST 15 FT. 135.9± FT. NO CHANGE G / WALL(TYP) /.� 14.5+ 4.5 u? - W , � Tom-, 0 / �► �llb rI�I ICI s, . r, PROPOSED POOL �^ nn 7 ACCESSORY STRUCTURE s+ PROPOSED �uy+s / - REAR SETBACK 14. 13.0 �"� : 15 FT. 297.9± FT. NO CHANGE Z - SEWER SLEEVE ---�`J` L_ , +�� r, c� EQUIPMENT - J ROpPosEo / / / er■' " _�� o +10.0 ACCESSORY STPJCTURE 141.5± FT. z 0 E 100 BUFFER FROM [j CK PROPOSED - N 35 FT. NO CHANGE Z _._ _- - _ EDGE OF DUNE ETB/:JK (DUNE) Q WETLANDS 2,500 GAL.SEPTIC IZ W +,�50000 TANK(H-20) , PROPOSED -FY+13.0 PROPOSED STONE POOL HOUSE - F-ONT SETBACK 30 FT N/A 218.4± FT. Q �� 000000o , , J, X 13 0o PROPOSED TERRACE +13.0 Q N� 14" WALKWAY(TYP.) O C o +14.5 _ G 6 BEDROOM DWELLING 16.5' ' PROPOSED POOL HOUSE POOL HOUSE - S )E SETBACK- NORTH 15 FT. N/A 102.1± FT. � *14,5 F.F.E.= 15.00 F.F.E.= 13.00 w I PROPOSED ROOF DRYWELL 8' DIA +14.5 X a.5'D POOL HOUSE - S0E SETBACK - EAST 15 FT. N/A 16.5± FT. `0 y� +13.0 PROPOSED POOL +13.0 24't- SPA EL. 12.92 0 POOL HOUSE - SDE SETBACK- WEST 15 FT. N/A 234.7± FT. Q z (n GEC' PROPOSED i PROPosF v Sci .." STONE WALKWAY '`��� T \ T�RRAC,_ TW14.5 0 POOL HOUSE - R-AR SETBACK 15 FT. N/A 200.8± FT. ui J +12 S TW14.5 +10.0 50'BUFFER FROM J O d �_ �` EDGE OF DUNE 7 4± FT W i G'CQ PROPOSED GARDEN \ \ _ O 4 - _ , o Tw16.1 +12.0 +10.5 i`�u'. 10.5 X1�Q POOL HOUSE -V!-TLAND SETBACK 35 FT. N/A (f� I ��•. AREA(TYP.) PROPOSED LIMIT OF WORK/EROSION (DUNE) ❑oo 000000aoa CONTROL BARRIER(TYP.) T 10 MAIN HOUSE - BM-DING HEIGHT 30 FT. N/A 30.00 FT. w ROBERT RITTUCI TRUST Z GARAGE - BUILENG HEIGHT PROPOSED GARDEN 14 9 Q A 30 FT. N/A 23.07 FT. LU 0 ` Q + CTF.#'S MA AREA(TYP.) - �n� ASSESSOR'S MAP 090 BUILDING CTURE x13.1 � -�- .r .r.- -i �, ` �"- PARCEL 007 U LDING HEI � 30 FT. 20.13 ± FT. NO CHANGE f �' � sESsO ACCESSORY ST U >Q `SEE NOTE r PROPOSED I a GK > WALL(TYP.) EXISTING ACCESSORY BUILDING W_ W '> !, J - ! TO BE DEMOLISHED AND POOL HOUSE - EIILDING HEIGHT > J DISPOSED OF OFFSITE 30 FT. N/A 13.27 FT. y"U w W ,.� „3 W L AL AREA - -- - a BUILDINGHEIGHT NOTE: Q ___ JECk �J "` ' �' x10.4 I (PROPOSED LIMIT OF SCALE EXISTING DECK TO BE ;, EXISTING FAMILY\PARTMENT COTTAGE: REMOVED AND v AS NOTED DISPOSED OF OFFSITE / �'" WORK/EROSION CONTROL o ' •\ �.. . . �� r r ws. r r tart a rlwerm w w �w i t �Mwe w w �w� r w,• w rr� ( Y ) R = ; FILE - BARRIER GRADE PLANE 1' 00' DRAWING N _ T P. C19442 C.dwg I EXISTING TOP PLT-E EL. = 33.13' "'; EXISTING COTTAC BUILDING HEIGHT = 33.13 - 13.00 = 20.13' DATE N ' LAWN REMOVAL AREA +►��i � - - m (454±S.F.) --- ��.. / + ' nn n "-1nnA a x 3.6 �. FLOOD ZONE VE(EL.15) - - -- x15.4 •� PROPOSED MAIN HOUSE: DRAWN BY DAV _. GRADE PLANE = 11 79' CHECKED BY SMR EXISTING TOP PLT::E EL. = 43.79'CD N �/' PROPOSED AREA OF MITIGATION 19,374 S.F. EXISTING COTTAa BUILDING HEIGHT = 43.79 - 13.79 = 30.00' N (SEE PLAN TITLED RESTORATION PLAN BY O rn WILKINSON ECOLOGICAL DESIGN DATED PROPOSED GARAGE: v 01-15-2021) N GRADE PLANE = 1 44' o PLAN EXISTING TOP EEL = 34.51' C2 . 1 1 EXISTING COTTAGE_ BUILDING HEIGHT= 34.51 - 11 A4 = 23.07' � ■ PROPOSED POOL HOUSE: y 20 10 0 20 60 O c a W GRADE PLANE = 11.19' 1 OF SHEETS 1 inch = 20 ft. EXISTING TOP PLA' E EL. = 24.46' N ca PROJECT NO. EXISTING COTTAGE BUILDING HEIGHT = 24.46 - 11.19 = 13.27' 0 C19442.00 DEEP OBSERVATION HOLE LOGS PT# 20-218 ESTIMATED HIGH GROUNDWATER CALCULATION DATE OF TESTS: OCTOBER 22 2020 (USGS/CCC METHOD) PERCOLATION RATE : OBSERVATION HOLE#2 &#3 PERCOLATION RATE < 2MIN./INCH INDEX WELL: # MIW 29 ZONE: A WITNESSED BY : JOHN G. SCHNAIBLE CEC DATE OF READING: 10-14-20 DEPTH TO GROUNDWATER: 9.81 1" x 2" x 4' WOODEN COASTAL �� DON DESMARAIS, BOH FILTER FABRIC STAPLE STAKE 6' ON CENTER WEST BAY Z\ engineering co. GROUNDWATER ENCOUNTERED GROUNDWATER LEVEL ADJUSTMENT: 2.7 FABRIC TO POST. (MAX.) � \ 260 Cranberry Hwy.Orleans,MA 02653 ACTUAL GROUNDWATER LEVEL @ SITE: EL= -0.3 l 508 255.6511 P 508.255,6700 F DEEP OBSERVATION HOLE 1 EL. = 8.9± / \ -- _ - - ESTIMATED (MAX.) HIGH GROUNDWATER LEVEL: EL= 2.4 \ / > 2 > DEPTH FROM SOIL SOIL SOIL COLOR SOIL SURFACE HORIZON TEXTURE (MUNSELL) MOTTLING OTHER I S�OPE °° Q p Q } ~ N / ) sEAviEW AVE / ❑ ❑ 0" - 3" FILL ASPHALT NOTES. /mil NANTUCKET SOUND BURY BOTTOM OF FILTER 3" - 36" B LOAMY SAND 7.5 YR 4/4 1. GARBAGE GRINDERS ARE NOT ALLOWED WITH THIS DESIGN. -- U� LOCUS 2. ALL WATER FIXTURES TO BE WATER TESTED BY CONTRACTOR TO VERIFY ALL SEWER EXIT FABRIC IN 6" X 6" TRENCH 36" - 126" C FINE-MED. 10 YR 5/6 NONE LOOSE GROUND WATER LOCATIONS PRIOR TO INSTALLATION OF ANY SYSTEM COMPONENTS. OSTERVILLE, MA L SAND ENCOUNTERED AT 3. THE INSTALLER IS RESPONSIBLE FOR ASSURING THAT COMPONENTS OF THE SEWAGE DISPOSAL A DEPTH OF 112" SYSTEM ARE DESIGNED WITH SUFFICIENT STRENGTH TO SUSTAIN ALL LOADS TO BE IMPOSED KEY MAP z W ON THEM. ANY COMPONENT OF THE SYSTEM SUBJECT TO VEHICULAR TRAFFIC SHALL COMPLY NO SCALE O O DEEP OBSERVATION HOLE 2 EL. = 9.1± WITH A MINIMUM STANDARD OF A.A.S.H.T.O. H-20 WHEEL LOADS. �DEPTH FROM SOIL SOIL SOIL COLOR SOIL OTHER l 4. PRIOR TO SETTING ANY SEWAGE DISPOSAL SYSTEM COMPONENT, INSTALLER SHALL VERIFY SEDIMENTATION BARRIER DETAIL z > > SURFACE HORIZON TEXTURE (MUNSELL) MOTTLING EXISTING CONDITIONS, INCLUDING ELEVATIONS OF EXIT INVERTS, AND REPORT ANY O U U DISCREPANCIES TO THE DESIGN ENGINEER. THE INSTALLER SHALL COORDINATE WITH THE NOT TO SCALE REFERENCE. J J PLUMBING SUBCONTRACTOR TO VERIFY THE COMPATIBILITY OF THE PROPOSED BUILDING Q U U 0" - 3" FILL ASPHALT D ❑ ❑ SEWER EXIT ELEVATION WITH THE BUILDING'S EXISTING PLUMBING PRIOR TO CONSTRUCTION. U ANY CONFLICTS SHALL BE REPORTED TO THE DESIGN ENGINEER. ASSESSORS MAP 090, PARCEL 008 Q Q Q z 3" - 36" B LOAMY SAND 7.5 YR 4/4 PERC AT 56" 5. ALL GRAVITY SEWER PIPE SHALL BE 4" DIA. SCH 40 PVC UNLESS OTHERWISE NOTED, THE U D D o COVER TO BE 6" BELOW CTF. #198026 Q p p W FINE-MED. GROUND WATER MINIMUM SLOPE OF 4" DIA. SCH 40 PVC SHALL BE 0.01 FT/FT. w 36" - 126" C 10 YR 5/6 NONE LOOSE L.C. PLAN 10939-D, LOT 7 SAND ENCOUNTERED AT 6. NO PART OF THIS DESIGN SHALL BE ALTERED WITHOUT PRIOR APPROVAL FROM THE DESIGN FINISH GRADE Q Q Q -- A DEPTH OF 110" ENGINEER AND THE AGENT OF THE LOCAL BOARD OF HEALTH. ALL REQUESTS FOR CHANGES L.C. PLAN 10939-A w SHALL BE MADE IN WRITING PRIOR TO CONSTRUCTION. FILTER FABRIC OVER 2" 3 1 L.C. PLAN 10939-E > o 0 >-O 1 -" DOUBLE � w_ w_ 1 1 4 2 L.C. PLAN 2664-101 w DEEP OBSERVATION HOLE 3 EL. - 8.7± 7. THE USE OF ALTERNATE MANUFACTURERS FOR SYSTEM COMPONENTS SHALL NOT BE LAYER OF 8" TO z STONE _ _ WASHED STONE cn w 'L APPROVED IF THE USE OF THEIR EQUIPMENT REQUIRES CHANGES IN DESIGN. ' - -� I � ❑w ❑w DEPTH FROM SOIL SOIL SOIL COLOR SOIL 8. THE INSTALLER SHALL ASCERTAIN THE LOCATION OF EXISTING UNDERGROUND UTILITIES PRIOR 6" SCH 40 ROOF FLOOD ZONE. SURFACE HORIZON TEXTURE (MUNSELL) MOTTLING OTHER COLLECTOR PIPE - Q Q ) _ TO EXCAVATION, AND SHALL PROTECT UTILITIES WITHIN THE WORK AREA DURING ❑ ❑ CONSTRUCTION. FLOOD ZONE VE (EL 15), ZONE VE (EL 14) AND a- a_ 0" -24" FILL ORGANIC MAT. 9. ALL SYSTEM COMPONENTS SHALL BE MARKED WITH MAGNETIC MARKING TAPE OR A ZONE AE (EL 12) SHOWN ON THIS DRAWING & SAND COMPARABLE MEANS IN ORDER TO LOCATE THEM ONCE BURIED. PRECAST ARE A DIRECT REPRESENTATION OF THE 24" - 36" B LOAMY SAND 7.5 YR 4/4 - PERC AT 62" z_ LEACHING GRAPHIC FLOOD ZONE BOUNDARIES SHOWN IF APPLICABLE: �_ BASIN H-20 ON FEMA FIRM PANEL #25001CO757J 36" - 132" C FINE-MED. 10 YR 5/6 NONE LOOSE GROUND WATER 10. FILL MATERIAL FOR SYSTEMS CONSTRUCTED IN FILL SHALL BE CLEAN GRANULAR SAND, FREE r, EFFECTIVE JULY 16, 2014. PLEASE NOTE THAT SAND ENCOUNTERED " OF ORGANIC MATTER AND OTHER DELETERIOUS MATERIALS. THE SAND SHALL BE GRADED SUCH SITE SPECIFIC FLOODPLAIN BOUNDARIES MAY A DEPTH OF 108" THAT NOT MORE THAN 45% OF THE SAMPLE, BY WEIGHT, SHALL BE RETAINED ON THE #4 SIEVE. VARY DUE TO DIFFERENT INTERPRETATIONS r THE FILL SHALL NOT CONTAIN ANY MATERIAL LARGER THAN 2 INCHES. THE MATERIAL THAT OF THESE BOUNDARIES. USERS ARE DEEP OBSERVATION HOLE 4 EL. = 8.7± VARIES 6'-0" VARIES N w PASSES THE #4 SIEVE SHALL MEET THE FOLLOWING GRADATION REQUIREMENTS: ADVISED TO VERIFY LOCATION OF THESE � � � o DEPTH FROM SOIL SOIL SOIL COLOR SOIL OTHER NOTE: (SEE PLAN) BOUNDARIES WITH THE DESIGNATED o 0 0 SURFACE HORIZON TEXTURE (MUNSELL) MOTTLING ALL WATER FIXTURES TO BE WATER TESTED BY CONTRACTOR TO VERIFY ALL SEWER COMMUNITY FLOODPLAIN MANAGERS AND/OR -- SIEVE PERCENT FEMA PRIOR TO SITING ANY PROPOSED I EXIT LOCATIONS PRIOR TO INSTALLATION OF ANY SYSTEM COMPONENTS. SIZE PASSING RECHARGE BASIN STRUCTURES. co N 0" - 12" A SAND 10 YR 3/2 FINE SAND #4 100% & ORGANICS #50 looro-t00% NOT TO SCALE DATUM. SEAL 12" - 36" B LOAMY SAND 7.5 YR 4/4 #100 0 0-20 0 #200 0%-5% 36" - 132" C FINE-MED. 10 YR 5/6 NONE LOOSE t- GROUND WATER ELEVATIONS SHOWN HEREON ARE �114OF4A SAND ENCOUNTERED AT DESIGN CALCULATIONS. BASED ON THE NORTH AMERICAN �as`� �41 , A DEPTH OF 108" VERTICAL DATUM OF 1988 (NAVD 1988) � SE M. DESIGN FLOW: MAIN HOUSE -6 BEDROOMS AT 110 GAL. PER DAY PER BEDROOM = 660 GPD o I L ACCESSORY STRUCTURE - 3 BEDROOMS AT 110 GAL. PER DAY PER BEDROOM = 330 GPD 3 BEDROOM POOL HOUSE - 1 BEDROOM AT 110 GAL. PER DAY PER BEDROOM = 110 GPD , 15 { ACCESSORY STRUCTURE 26" HEAVY DUTY MINIMUM D'BOX INSIDE TOTAL DESIGN FLOW= 660 GPD + 330 GPD +110 GPD = 1,100 GPD ��s ION/ E F.F.E. EL.= 13.50 "SEAL-TITE" CAST IRON DIMENSIONS 12"x12' MAIN HOUSE AND POOL HOUSE SEPTIC TANK FRAMES AND COVERS 6" BELOW FINISH GRADE (H-20) 2" DROP MIN. RAISE COVERS TO WITHIN 770 GPD X 200% = 1,540 GALLONS - 6' DIAMETER (H-20) PRECAST 9" MIN. 770 GPD X 100% = 770 GALLONS s 1 CONCRETE LEACHING BASIN. 6" OF FINISH GRADE 4 - 12' DOUBLE WASHED Q FINISH GRADE - 13.25± FINISH GRADE - 13.25± 3' MAX. TOTAL = 2310 GALLONS TOTAL - USE 2,500 GALLON TWO COMPARTMENT SEPTIC TANK. _ SHOREY LCB-1000-H-20 OR EQUAL - - --_ 6' DIAMETER (H-20) PRECAST CRUSHED STONE (TYPICAL ALL o ACCESSORY STRUCTURE SEPTIC TANK CONCRETE LEACHING BASIN. (3 PITS TOTAL) J DRAINAGE RECHARGE BASINS) L [Dt 330 GPD X 200% = 660 GALLONS - USE 1,500 GALLON SEPTIC TANK (MIN ALLOWED) SHOREY LCB-1000-H-20 OR EQUAL > r^(3 PITS TOTAL) w �./!JLEACHING CAPACITY LIQUID LEVEL Q - ONE (10 DROP: 2" MIN. - Vt = ((12.83+61.5+12.83+48.67) X 2 X 0.74) + 12.83 X 61.5 X 0.74) = 785 GPD SEE TABLE 10.00 OR FLOW ((12.83 + 29.17+12.83) X 2 X 0.74) + 12.83 X 29.17 X 0.74) = 382 GPDACCESSORY 11.00 3" MAX. ERINVERT D � D 3'-0" WSTRUCTURE ' . 10.25 TOTAL= 1,167 GPD w 4" DIA SCH 40 PVC 4'-1" LIQUID DEPTH t ALL INSTALL: ONE ( 1 ) - 1,500 GAL. SEPTIC TANK (H-20) PIPE OR AS 1,500 GALLON (H-20) SEPTIC ONE ( 1 ) - 2,500 GAL. TWO COMPARTMENT SEPTIC TANK (H-20) COVER TO BE 6" BELOW 7� REQUIRED BY TANK WITH SANITARY TEES GAS BAFFLE ONE ( 1 ) - DISTRIBUTION BOX (9 OUTLETS) (H-20) - 8'-0" FINISH GRADE 3., _ 1 Z W MASS PLUMBING USE 'TUF-TITE' COMPACTED BASE ONE 1 (3 OUTLETS) (H-20) 1-' DOUBLE WASHED ( ) - DISTRIBUTION BOX 4 2 CODE (TYP.) - v OR APPROVED W/6" LAYER OF ONE ( 1 ) 12.83' X 48.67' X 29.17' X 12.83' X 42.0' X 61.5' X 2 'D. LEACHING CHAMBER (H-20) CRUSHED STONE (TYPICAL ALL w Z EQUIVALENT CRUSHED STONE Vt = 1,167 GPD > 1,100 GPD REQ'D. 24'-0" - - DRAINAGE RECHARGE BASINS) _ (J) THE MINIMUM SLOPE FOR 4" DIA SOIL REMOVAL NOTE ROOF DRYWELL COVER TO FINISH GRADE SCH 40 PVC PIPE IS � O 11'± NOT TO SCALE 26' L X 14' W X 6' D LRB-3 1/8" PER FT COMPACTED BASE rT± TO D-BOX REMOVE TOPSOIL AND UNSUITABLE MATERIAL WITHIN S OF W = Q (LONGEST RUN) LEACHING CHAMBERS DOWN TO "C" HORIZON �^ WITH 6" LAYER OF RECHARGE BASIN 11'± CRUSHED STONE (BELOW EL.= 5.9± - SEE DOH #1 AND DOH #2) AND REPLACE > v! WITH SAND FILL IN ACCORDANCE WITH NOTE #10. 7 NOT TO SCALE Q Z O MAIN HOUSE F.F.E. = 15.00 w Q a. PROPOSED POOL HOUSE F.F.E. = 13.00 Cn 26" HEAVY DUTY MINIMUM D'BOX INSIDE DIMENSIONS 12"x12 - 12' - 10" -- O "SEAL-TITE" CAST IRON 2" DROP MIN. RAISE COVERS TO WITHIN RAISE COVERS TO WITHIN FRAMES AND COVERS 6" 6" OF FINISH GRADE 6" OF FINISH GRADE _ 4' -0" , FINISH GRADE - 13.00' BELOW FINISH GRADE (H-20) FINISH GRADE EL.=13.25± w 9" MIN. ��/\�/\�i j\ 4 Q PVC - j S MAX. 9' (,MIN.) OBSERVATION PORT Z 3' (MAX.) 2" LAYER OF 1/8° O w Q ' y f TO 1/2" STONE ONE 12.83' x 48.67' x 29.17' x 12.83' x 42.0' x 61.5' x 2'D LEACHING CHAMBER. LEACHING Q LIQUID LEVEL ,,,,/J///,,,,, �,,,, ,,,,,,, CHAMBERS FOR MAIN HOUSE CONSTRUCT BY PLACING SEVEN 8'-6" x 4'-10" x 3'-0" LEACHING D'BOX � _ 3/4" TO 1-1/2" DOUBLE DB3 H-20 w w CHAMBER UNITS WITH 1'-0" STONE ON ENDS AND 4'-0" STONE ON SIDES. LEACHING ( ) - J W 10" PIPE OR FLOW WASHED STONE _ > (J) MAIN HOUSE 11.25 SEE TABLE SEE TABLE 9.95 ,� ` CHAMBERS FOR ACCESSORY STRUCTURE CONSTRUCT BY PLACING THREE 8'-6" X 4'-10" X N e•' 10.70 D BOX LEVELER INVERT 3'-0" LEACHING CHAMBER UNITS WITH 1'-10" STONE ON END AND 4'-0" STONE ON SIDES (USE O w w POOL HOUSE 11.60 DROP: 2" MIN. 5,-0„ 1 _ 10.45 9 78 9.49 2'-0" EFFECTIVE DEPTH o, c� w 500 GALLON LEACH CHAMBER UNITS AS MANUFACTURED BY SHOREY PRECAST OR EQUAL). cv O w 3" MAX. LIQUID ALL ALL a GAS BAFFLE 4" DIA SCH 40 PVC 2 / 3 LIQUID DEPTH 1 / 3 LIQUID USE OF-TITE' 5' SOIL D'BOX -I o PIPE OR AS REQUIRED CAPACITY CAPACITY OR APPROVED 7 49 OVERDIG DB9 (H-20) N SCALE N BY MASS PLUMBING EQUIVALENT COMPACTED BASE 48' 8„ v AS NOTED CODE (TYP.) ' - W/6' LAYER OF DEPTH TO ESTIMATED HIGH DRAWING FILE .. (TYP.' - 4'-0" 4' - 10" r 4'-0" GROUNDWATER 5.09' C19442-C.dw N CRUSHED STONE 9 o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 COMPACTED BASE END VIEW (MIN S) DATE N THE MINIMUM SLOPE o OBSERVATION PORT ^^ ^^`'� C° FOR 4" DIA SCH 40 WITH 6' LAYER OF 12 - 10" -rzP,��T m 2,500 GALLON TWO COMPARTMENT (H-20) CRUSHED STONE ESTIMATED HIGH DRAWN BY PVC PIPE IS 1/8" PER SEPTIC TANK WITH SANITARY TEES DAV y FT - 29' (LONGEST RUN) - GROUNDWATER EL.=2.4'± 0 OUTLET TEE DEPTH o O n 0 O O CHECKED BY SMR v MAIN HOUSE 35.0' LIQUID DEPTH BELOW LIQUID LEVEL - 42' LINE(S) EXITING D'BOX N J cv o y POOL HOUSE 85.0' f - MUST REMAIN LEVEL FOR N 4 FT 14 INCHES (10' MIN.) 5 FT 19 INCHES 2'-0" BEFORE PITCHING INSPECTION NOTE o DOWN TO LEACHING U 6 FT 24 INCHES FACILITY THE STATE ENVIRONMENTAL CODE, TITLE 5, REQUIRES 7 FT 29 INCHES INSPECTION(S) OF THE SEWAGE DISPOSAL SYSTEM U BY THE DESIGN ENGINEER. C 2 . 4 . 1 CD SCHEMATIC FLOW PROFILE INSTALLATION CONTRACTOR MUST NOTIFY THE DESIGN 61' -6" �' ENGINEER PRIOR TO THE START OF INSTALLATION FOR OBSERVATION PORT aa) DISCUSSION ON REQUIRED INSPECTIONS. DETAIL OF LEACHING CHAMBER o ALL INSTALLATIONS MUST CONFORM TO THE MINIMUM REQUIREMENTS OF TITLE 5 Y NOT TO SCALE @ OF SHEETS p � PROJECT NO. C194 1 f _ r -------------------- i Catalano Architects, P.C. 125 Pearl Street, Boston MA 02110 p 617 338 7447 catalanoarchitects.com i 979 Sea View Ave Residence 979 Sea View Ave Osterville, MA 02655 Main House First Floor Plan Scale: 3/16" = V-0" Date: Wednesday, June 23, 2021 06.23.21 BUILDING PERMIT SET I ' 12 00`' 1 12.50' 1 ' 12.39' S'-1 5'-4� I -12.92' v_ _ I �� I Shelves - '10'-11 112" t 13.44' N - - - a r r 2 1 I I PDRM. a LAUNDRYMH 118 \ 13.9T - 1/ " 9'-93/4" 51 3 MH 117 11 "x 8'-6" �� w �' 63 8 - N � p4\ovrek v L. 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PLEASE 1 �`� WATER LINE NOTE THAT SITE SPECIFIC FLOODPLAIN BOUNDARIES MAY / VARY DUE TO DIFFERENT INTERPRETATIONS OF THESE REFERENCE: WEST BAY / �\ engineering co. pQ WATER VALVE u�,� WATER METER BOUNDARIES. USERS ARE ADVISED TO VERIFY LOCATION OF \ 260 Cranberry Hwy.Orleans,MA 02653 THESE BOUNDARIES WITH THE DESIGNATED COMMUNITY ASSESSORS MAP 090, PARCEL 008 508.255.6511 P 508.255.6700 F M7m ELECTRIC METER FLOODPLAIN MANAGERS AND/OR FEMA PRIOR TO SITING ANY GV GAS LINE PROPOSED STRUCTURES. \ / CTF. #198026 � �pQ GAS METER >_L.C. PLAN 10939-D, LOT 7 1 ELECTRIC LINE / IRRIGATION CONTROL BOX L.C. PLAN 10939-A I SEA VIEW AVE / L.C. PLAN 10939-E W- -- WATER LINE S SEWER 4"GRAVITY L.C. PLAN 2664-101 NANTUCKET SOUND LOCUS MISCELLANEOUS MANHOLE FM SEPTIC 2" FORCE MAIN OSTERVILLE, MA - -10- ... CONTOUR 10 CONTOUR KEY MAP X 75.4 SPOT GRADE ,Q �. / NO SCALE +12.0 SPOT GRADE Q w CONIFEROUS TREE �y � � � / EXISTING CATCH BASIN TO BE PROTECTED 0 STEP ss THROUGHOUT CONSTRUCTION(TYP.) ecvll Vj DECIDUOUS TREE ZONING TABLE z x7.7 PROPOSED ELECTRIC ® CATCH BASIN LINELn EILEEN WARD ZONING DISTRICT: ASSESSORS MAP 090Lu ti CTF.#210302 RF-1 PARCEL 008 0 COASTAL DUNE BOUNDARY '� ASSESSOR'S MAP090 r _ PARCEL 017 WILLIA &ELIZABETH ACCORD / / PROPOSED CTF.#22367 �• DRIVEWAY SUBJECT REQUIRED EXISTING PROPOSED AS*SSOR'S MAP 090 PARCEL 009-02 / PROPOSED HEDGES / '43 ... ..:: (TYP.) LOT AREA 43,560 S.F. 83,629± S.F. NO CHANGE I < FRONTAGE 20 FT 43.3 FT NO CHANGE / 6o PROPOSED I v UTILITY CORRAL I - - BENCHMARK: TOP OFCONC.BOUND j LOT WIDTH 125 FT. 278.3± FT. NO CHANGE o \ PROPOSED ELEV=9.15 NAVD88 100'BUFFER FROM �: _ ELECTRIC LINES 3 BEDROOM ACCESSORY STRUCTURE rn O DEP DEFINED ? UNDER CONSTRUCTION SE#3-5824 COASTAL BANK PROPOSED F.F.E.=13.50 i MAIN HOUSE - FRONT SETBACK 30 FT. 157.1± FT. 146.7± FT. Ix8.4 J 2� \ ROOF DRYWELL PROPOSED ROOF LEACHING 1 F 8'DIAX 4.5'D DRYWELL 8'DIA X 4.5'D MAIN HOUSE -SIDE SETBACK- NORTH 15 FT. 92.0± FT. 51.2± FT. 100'BUFFER FROM �l Ss9° 18"PINE PROPOSED GRASS w Lu I EDGE OF DUNE 8.6 13.6'. ?) o„n n c WALKWAY(TYP.) p ap / �c PROPOSED A/C 4"PINE N MAIN HOUSE -SIDE SETBACK- EAST 15 FT. 108.3± FT. 133.5± FT. x8.5 I PROPOSED \ UNITS I p PROPOSED GAS LINES . z 0 0 ' WATER METER S88°26' 7"E 10 PROPOSED GENERATOR g --_ _ PAD z_ MAIN HOUSE - SIDE SETBACK-WEST 15 FT. 105.2± FT. 143.2± FT. \ oG ov 50'BUFFER FROM r / , ' x 11.3 1 Q O EDGE OF DUNE A ram `�T » ` z i n._ 4"PINE �%l �s rn b �''' LQ A .PARKING-,yL:. DOH#4 PROPOSED 4'HIGH °o' - _ _ SEAL � \ 213 4+ FT 222 4+ FT m m I ` ;.. . BSOF AREA.: . ,... .: .. .. .. 61.3_ _ . \ MAIN HOUSE E A 15 FT _ x \ POOL FENCE WITH S in m & PINE - L..- -- - - - Q 3� / �- _.. 10 25+ : x- - - - GATE(TYP.) z MAIN HOUSE -WETLAND SETBACK 35 FT. DUNE 6 x 8.6 '* _ - ___{xs. i - _ j w (DUNE) (DUNE) �t>< 108.5_ FT. N. +10.5 10.5+ N GARAGE - FRONT SETBACK 30 FT. N/A + cy / ' - (� a Mtn ' _ PROPOSED ' GARAGE -SIDE SETBACK- NORTH 15 FT. N/A 53.8± FT. GI / w I WALL(TYP.) O / EDGE OFFAVEMENT 35 / 0 6 15 -- x (]� 14"OAK v + Nay°1a'23"E `/ , r x ! I (`I / ;�, 11 T (6 GARAGE -SIDE SETBACK- EAST 15 FT. N/A 133.1_ FT. s1 ! x x I N 18"OAK Q S OVAL / O�' 1 / / g I I +10.5•t +10.5 a1- , 0 7o I 10"OAK GARAGE -SIDE SETBACK-WEST 15 FT. N/A 263_5± FT. _ - - i 7y 3.0 } +13.0 +13.0 0 ��O-�� t 20"OAK 299.4+ FT. Q /' ~� k "� / l �' w GARAGE - REAR SETBACK 15 FT. N/A 6"PINE � \ m _ PROPOSED 1,500 GAL 4'PINr. 135.5± FT. LLj GARAGE -WETLAND SETBACK 35 FT. N/A (DUNE) -� ? SEPTIC TANK(H-20);1 p l nP CHAMBE I - - ) ! ! ✓ / �/ '� / -+ i DOH#� PROPOSED 12.83'W x 29.17'L x 2'D ACCESSORY STRUCTURE > w m ~ J " / PROPOSED �' LEACHING CHAMBER 30'FT. 111.6± FT. NO CHANGE ! / / � ' \ ' / T� RESERVE AREA FRONT SETBACK W ! ! D19 / / m PROPOSED D'BOX F- ! / / (1656 S.F.) % �I / PROPOSED INSPECTION PORT ACCESSORY STRUCTURE cn x9.3 0 PROPOSED 5'OVERDIG SIDE SETBACK NORTH 15 FT 22 1+ FT NO CHANGE '/ �. \ x1o.` ' ���� I i I ACCESSORY STRUCTURE 00 L. � �//i'// #1 __ __ --�' 14"PINE SIDE SETBACK- EAST 15 FT. 52.7± FT. NO CHANGE m FUTURE SEPTIC - m ACCESSORY STRUCTURE w W SYSTEM EXPANSION - m _ 15 FT. 135.9± FT. NO CHANGE \ \ / / •+ - SETBACK-WEST z SIDES C O ♦^ � ) 12'r""' m ACCESSORY STRUCTURE vJ / J`" / x _ / � --• THRESHOLD _■"'� "�+� 15 FT 297 9+ FT NO CHANGE � W o REAR SETBACK W � o _✓� I EL.=14•0� O ACCESSORY STRUCTURE 141.5± FT. O ( BIT.CONC. 100'BUFFERFROM 35 FT. NO CHANGE > 'n RIDGE \ EDGE OF DUNE / EL.=44.1t \ 2 WETLAND SETBACK (DUNE) V TENNIS COURT v, / POOL HOUSE - FRONT SETBACK 30 FT. N/A 218.4± FT. EXISTING \ / "' POOL HOUSE -SIDE SETBACK- NORTH 15 FT. N/A 102.1± FT. �- ♦ THRESHOLD 5 BEDROOM \- -- / EXISTING 1,500�GAL� ` w z ♦ I '_ - - -g�- �J, \ / EL. 13. DECK ,� SEPTIC TANK ♦ \s� l 21 STY.DWELLING \ / I - ' z - POOL HOUSE -SIDE SETBACK- EAST 15 FT. N/A 16.5± FT. 24"PINE W CC -8--- - `\ °,�l 12.7 x13.1 1 ' x8.8 POOL HOUSE -SIDE SETBACK-WEST 15 FT. N/A 234.7± FT. Q G \ \ \ �l 1` \\ CH NKEENCE \ ui O W I \ 2 ,.,.� \ ` \ \ POOL HOUSE - REAR SETBACK 15 FT. N/A 200.8± FT. (� woo \ / Icy \ w. m+ �♦ EDGE OF DUNE OM 47.4± FT. O } ♦ \ \ \ k l soma \ 10.4 POOL HOUSE -WETLAND SETBACK 35 FT. N/A (DUNE) z TOP OF DEP DEFINED COA�BANK / L \ �- 7� NOT BARNSTABLE COASTAL M \ / ( MAIN HOUSE - BUILDING HEIGHT 30 FT. N/A 30.00 FT. 1I I // i ♦\,� � ... , �\� ' ��\ `\ �\ \ � I-� � \ // / \\ \ ACCE W J 5 / I \ 7 ` / / \ STRUCTURE i Z = �� \� iQ \ \\ / / ! \ \ \ /FORMER j ROBERTRITTUCITRUST GARAGE - BUILDING HEIGHT 30 FT. N/A 23.07 FT. LU i\ ��\ \ / ' / I \ BOATHOUSE �+ ASSESSORS MAP 090 Q \ \ x13.1 \ 5.9± PARCEL007 ACCESSORY STRUCTURE 30 FT. 20.13 ± FT. NO CHANGE 3: w / / / BUILDING HEIGHT W W POOL HOUSE - BUILDING HEIGHT 7 FT. \ \ y 20"PINE \ I I I 30 FT. N/A 13.2 U Q (n --ro- � ., � � `\\ -9;°�\� � ` \ � ' I ��-- - �--' �-' � _ _ - - - , _ , - BUILDING HEIGHT NOTE: a \ - - / / D13 `- �- D11 '� ..... ,_ �\'�s -\\ D9 \ � / i' � T SCALE a ` �- �'� ` /D10 DECK ! 1 \ ( \ ....��\+.. _ _ ..�'� D2 ) 10.4 EXISTING FAMILY APARTMENT COTTAGE: ! )\ AS NOTED / \ t \ - - - - DRAWING FILE (ff - �� - - ♦ - GRADE PLANE = 13.00' C19442-C.dwg _ _ _ / �(, _ \ / ♦ _ - - 13 FLOOD E(`EL.12) EXISTING TOP PLATE EL. = 33.13' _� _ - ) / / / ' ♦ � \\ / �•� ' - -1� - - EXISTING COTTAGE BUILDING HEIGHT= 33.13 - 13.00 = 20.13' DATE 07-15-2021 x3.6 / --4/ / ` ( D8 ��� / I ' D - �I \ \ -FLOOD WO E VE(EL. t 3 / / U ,�� , - -__ - \ PROPOSED MAIN HOUSE: DRAWN BY DAV ------ / ` \ �\ \\ \ \\ c to = c_ ' \ CHECKED BY RRF_A i / / \ GRADE PLANE = 13.79' SMR �,-- EXISTING TOP PLATE EL. =43.79' N v / IN& '*�+ EXISTING COTTAGE BUILDING HEIGHT= 43.79 - 13.79 = 30.00' cci � N �j PROPOSED GARAGE: , c N 1 7 - GRADE PLANE = 11.44' U v PLAN EXISTING TOP PLATE EL. = 34.51 _ _ 0) C2 . 1 . 2 o EXISTING COTTAGE BUILDING HEIGHT- 34.51 - 11.44 - 23.07' 0 20 10 0 20 60 S a1 PROPOSED POOL HOUSE: CD c W GRADE PLANE = 11.19' OF SHEETS EXISTING TOP PLATE EL. = 24.46' c�'o PROJECT NO. 1 inch = 20 ft. EXISTING COTTAGE BUILDING HEIGHT= 24.46 - 11.19 = 13.27' U C19442.00 DEEP OBSERVATION HOLE LOGS PT# 20-218 ESTIMATED HIGH GROUNDWATER PUWER7_ CONTROLS AND ALARMS: BUOYANCY CALCULATIONS _ DATE OF TESTS: OCTOBER 22, 2020 CALCULATION (USGS/CCC METHOD) 1. A TIME RUN METER FOR THE EFFLUENT PUMP SHALL BE INSTALLED AND HARD-WIRED 4,�_- 'SAL• TANra PERCOLATION RATE : OBSERVATION HOLE#2 &#3 PERCOLATION RATE <2MIN./INCH INTO THE MAIN ELECTRIC PANEL COASTAL INDEX WELL#: MIW 29 ZONE: A ASSUMPTIONS: 1 �� 2. CONTRACTOR SHALL PROVIDE ALL REQUIRED ELECTRICAL EQUIPMENT, CONDUIT, AND TANK IS EMPTY WITNESSED BY . JOHN G. MARAISCHNA , B CEC DATE OF DEPTH OF WIRING FOR A COMPLETE AND OPERATIONAL SYSTEM IN ACCORDANCE WITH THE DON DESMARAIS, BOH 10/14/2020 9.81 TANK DIMENSIONS= 17'L X 7'W 8.5'D f �� engineering co. READING: GROUNDWATER: NATIONAL ELECTRIC CODE. POWER AND ALARM WIRING SHALL BE PLACED IN CONDUIT WEST BAY GROUNDWATER ENCOUNTERED TANK WEIGHT= 49,500 LB (PER SHOREY PRECAST STPC740) GROUND WATER ELEVATION ADJUSTMENT: 2.70 AND RUN UNDERGROUND TO ALL EQUIPMENT. ALL MANUFACTURER SUPPLIED CONTROL \ 260 Cranberry Hwy.Orleans,MA 02653 AND ALARM PANELS SHALL BE PEDESTAL MOUNTED AS INDICATED ON PROPOSED SITE WEIGHT OF RISERS AND COVERS NOT INCLUDED 508.255,6511 P 508.255.6700 F DEEP OBSERVATION HOLE 1 EL. = 8.9± ACTUAL GROUNDWATER LEVEL L SITE EL. = -2.30 PLAN. ALL WORK SHALL BE PERFORMED BY LICENSED ELECTRICIANS. BUOYANCY FORCE ON EMPTY TANK: (ASSUMING 100 YR FLOOD EL. 15) / \ ESTIMATEDIGH GROUNDWATER LEVEL EL. = 2.40 DISPLACED WATER VOLUME= 17'L X TW X 8.5 D DEPTH FROM SOIL SOIL SOIL COLOR SOIL (MAX.)( ) SURFACE HORIZON TEXTURE (MUNSELL) MOTTLING OTHER VOLUME= 1011.5 C.F. SEA\/►EW p,VE i m NOTES: DOSING PUMP SPECIFICATIONS. BUOYANT FORCE UP= 1011.5 C.F. X 64 LB/CF= 64,736 LB / 0'-3 FILL ASPHALT ---- DOWNWARD FORCES: NANTUCKET SOUND 3"- 36" B LOAMY SAND 7.5 YR 4/4 1. GARBAGE GRINDERS ARE NOT ALLOWED WITH THIS DESIGN. 1. PUMP TO BE SRM4, SINGLE PHASE SUBMERSIBLE PUMPS (OR ENGINEERED APPROVED TANK WEIGHT= 49,500 LB 2. ALL WATER FIXTURES TO BE WATER TESTED BY CONTRACTOR TO VERIFY ALL SEWER EXIT EQUAL. OTHER ACCEPTABLE MANUFACTURERS INCLUDE HOMA PUMP TECHNOLOGY & U LOCUS 36"- 126" C FINE-MED. 10 YR 5/6 NONE LOOSE GROUND WATER LOCATIONS PRIOR TO INSTALLATION OF ANY SYSTEM COMPONENTS. FLYGT PUMPS). CONTROLS ARE TO BE FOR A DUPLEX ALTERNATING PUMP SYSTEM. SOILS ON TOP OF TANK: SAND ENCOUNTERED AT 3. THE INSTALLER IS RESPONSIBLE FOR ASSURING THAT COMPONENTS OF THE SEWAGE PUMPS TO BE RUN AT 60 GPM WITH 11' TWH. PROPOSED DOSE = 195 GALLONS, TOTAL SURFACE AREA OF TANK- (2) 24" DIA. COVER/RISERS = 113 S OSTERVILLE, MA A DEPTH OF 112" DISPOSAL SYSTEM ARE DESIGNED WITH SUFFICIENT STRENGTH TO SUSTAIN ALL LOADS 2. THE FORCE MAINS SHALL BE 2" DIA. SCHEDULE 40 PVC PRESSURE PIPE. FORCEMAINS TO BE IMPOSED ON THEM. ANY COMPONENT OF THE SYSTEM SUBJECT TO VEHICULAR SHALL HAVE A MIN. OF 3' OF COVER. 1.5 C.F. POURED CONCRETE THRUST BLOCKS ARE TO COVER SATURATED SOILS= 3' (AVG.) X 113 S.F. X 80 LB/CF= 27,120 LB KEY MAP DEEP OBSERVATION HOLE 2 EL. = 9.1± TRAFFIC SHALL COMPLY WITH A MINIMUM STANDARD OF A.A.S.H.T.O. H-20 WHEEL LOADS. BE PROVIDED AT ALL FORCE MAIN ANGLE POINTS. PRECAST CONCRETE BLOCKS SHALL NO SCALE 4. PRIOR TO SETTING ANY SEWAGE DISPOSAL SYSTEM COMPONENT, INSTALLER SHALL NOT BE USED IN PLACE OF POURED CONCRETE THRUST BLOCKS, FORCE MAIN SHALL TOTAL DOWNWARD FORCE= 49,500 + 27,120 - 76,620 LB . DEPTH FROM SOIL SOIL SOIL COLOR SOIL OTHER VERIFY EXISTING CONDITIONS, INCLUDING ELEVATIONS OF EXIT INVERTS, AND REPORT DRAIN BACK TO LIFT STATION A MIN. SLOPE = 0.5% SURFACE HORIZON TEXTURE (MUNSELL) MOTTLING ANY DISCREPANCIES TO THE DESIGN ENGINEER. THE INSTALLER SHALL COORDINATE WITH THE PLUMBING SUBCONTRACTOR TO VERIFY THE COMPATIBILITY OF THE PROPOSED NET DOWNWARD FORCE= 76,620 -64,736 = 11,884 LB REFERENCE. 0" -3" FILL ASPHALT BUILDING SEWER EXIT ELEVATION WITH THE BUILDING'S EXISTING PLUMBING PRIOR TO 2,5QO GAL. TANK CONSTRUCTION. ANY CONFLICTS SHALL BE REPORTED TO THE DESIGN ENGINEER. GENERAL PUMP SPECIFICATIONS: ASSESSORS MAP 090, PARCEL 008 Z 3" -36" B LOAMY SAND 7.5 YR 4/4 PERC AT 56" 5. ALL GRAVITY SEWER PIPE SHALL BE 4" DIA. SCH 40 PVC UNLESS OTHERWISE NOTED. THE ASSUMPTIONS: o TANK IS EMPTY Ln FINE-MED. GROUND WATER MINIMUM SLOPE OF 4" DIA. SCH 40 PVC SHALL BE 0.01 FT/FT. 1. FORCE MAIN SHALL BE SLOPED CONTINUOUSLY UPWARD'TO THE DISTRIBUTION BOX AT A TANK DIMENSIONS= 111 X 6'W 8.58'D CTF. #198026 w 36"- 126" C SAND 10 YR 5/6 NONE LOOSE ENCOUNTERED AT 6. NO PART OF THIS DESIGN SHALL BE ALTERED WITHOUT PRIOR APPROVAL FROM THE MINIMUM SLOPE OF 0.5%WITH A MINIMUM OF 3.0 FEET OF COVER SOILS, TANK WEIGHT= 29,500 LB (PER SHOREY PRECAST STPC740) L.C. PLAN 10939-D, LOT 7 Ix A DEPTH OF 110" DESIGN ENGINEER AND THE AGENT OF THE LOCAL BOARD OF HEALTH. ALL REQUESTS 2. A SEPARATE CIRCUIT HIGH WATER ALARM SHALL BE INSTALLED WITH THE PUMP WEIGHT OF RISERS AND COVERS NOT INCLUDED L.C. PLAN 10939-A FOR CHANGES SHALL BE MADE IN WRITING PRIOR TO CONSTRUCTION. CONTROLS. L.C. PLAN 10939-E DEEP OBSERVATION HOLE 3 EL. = 8.7± 7. THE USE OF ALTERNATE MANUFACTURERS FOR SYSTEM COMPONENTS SHALL NOT BE 3. EACH PUMP SHALL BE ON A SEPARATE CIRCUIT. BUOYANCY FORCE ON EMPTY TANK: (ASSUMING 100 YR FLOOD EL. 15) L.C. PLAN 2664-101 APPROVED IF THE USE OF THEIR EQUIPMENT REQUIRES CHANGES IN DESIGN. 4. A RAIL PUMP LIFT OUT SYSTEM SHALL BE INSTALLED FOR EACH PUMP. DISPLACED WATER VOLUME= 111 X&W X 8.58'D DEPTH FROM SOIL SOIL SOIL COLOR SOIL OTHER 8. THE INSTALLER SHALL ASCERTAIN THE LOCATION OF EXISTING UNDERGROUND UTILITIES 5. ALL PUMP INSTALLATION HARDWARE, INCLUDING RAILS, SHALL BE STAINLESS STEEL. VOLUME= 566.28 C.F. FLOOD ZONE. SURFACE HORIZON TEXTURE (MUNSELL) MOTTLING PRIOR TO EXCAVATION, AND SHALL PROTECT UTILITIES WITHIN THE WORK AREA DURING 6. AN ELECTRICAL PERMIT WILL BE REQUIRED FOR PUMP INSTALLATION. BUOYANT FORCE UP= 566.28 C.F. X 64 LB/CF= 36,241 LB CONSTRUCTION. 7. STAINLESS STEEL FLOAT BRACKET SHALL BE MOUNTED ON THE RISER SO THAT FLOATS FLOOD ZONE VE (EL 15), ZONE VE (EL 14)AND 0"-24" FILL ORGANIC MAT. 9. ALL SYSTEM COMPONENTS SHALL BE MARKED WITH MAGNETIC MARKING TAPE OR A MAY BE ADJUSTED WITHOUT ENTERING PUMP CHAMBER. DOWNWARD FORCES: ZONE AE (EL 12) SHOWN ON THIS DRAWING &SAND COMPARABLE MEANS IN ORDER TO LOCATE THEM ONCE BURIED. 8. PUMP INSTALLER TO VERIFY SITE POWER REQUIREMENTS PRIOR TO ORDERING PUMPS. TANK WEIGHT= 29,500 LB ARE A DIRECT REPRESENTATION OF THE 24"- 36" B LOAMY SAND 7.5 YR 4/4 PERC AT 62" 9. CONTROL PANELS TO BE MOUNTED ON BUILDING IN A LOCATION SHOWN ON PLAN. VISUAL GRAPHIC FLOOD ZONE BOUNDARIES SHOWN IF APPLICABLE: ALARM SHALL BE INSTALLED ABOVE PANEL IN A LOCATION VISIBLE FROM ROAD. SOILS ON TOP OF TANK: ON FEMA FIRM PANEL #25001CO757J 36"- 132" C FINE-MED. 10 YR 5/6 NONE LOOSE GROUND WATER 10. FILL MATERIAL FOR SYSTEMS CONSTRUCTED IN FILL SHALL BE CLEAN GRANULAR SAND, TOTAL SURFACE AREA OF TANK- (3) 24" DIA. COVER/RISERS = 53 S.F. EFFECTIVE JULY 16, 2014. PLEASE NOTE THAT SAND ENCOUNTERED AT FREE OF ORGANIC MATTER AND OTHER DELETERIOUS MATERIALS. THE SAND SHALL BE A DEPTH OF 108" GRADED SUCH THAT NOT MORE THAN 45% OF THE SAMPLE, BY WEIGHT, SHALL BE SOIL REMOVAL NOTE COVER SATURATED SOILS= 3' (AVG.) X 53 S.F. X $0 LB/CF= 12,720 LB SITE SPECIFIC FL VARY DUE TO DIFFFERENTERENTI RETAINED ON THE #4 SIEVE. THE FILL SHALL NOT CONTAIN ANY MATERIAL LARGER THAN 2 INTERPRETATIONS BOUNDARIES MAY INCHES THE MATERIAL THAT PASSES THE OF THESE BOUNDARIES. USERS ARE w . #4 SIEVE SHALL MEET THE FOLLOWING DEEP OBSERVATION HOLE 4 EL. = 8.7± _ GRADATION REQUIREMENTS: REMOVE TOPSOIL AND UNSUITABLE MATERIAL WITHIN 5' OF TOTAL DOWNWARD FORCE= 29,500 + 12,720 =42,220 LB ADVISED TO VERIFY LOCATION OF THESE o OTHER SIEVE PERCENT DEPTH FROM SOIL SOIL SOIL COLOR SOIL LEACHING CHAMBERS DOWN TO"C" HORIZON BOUNDARIES WITH THE DESIGNATED SURFACE HORIZON TEXTURE (MUNSELL) MOTTLING NOTE: (BELOW EL.= 5.9± - SEE DOH#1 AND DOH#2)AND REPLACE NET DOWNWARD FORCE=42,220 - 36,241 = 5,979 LB COMMUNITY FLOODPLAIN MANAGERS AND/OR ALL WATER FIXTURES TO BE WATER TESTED BY CONTRACTOR TO VERIFY ALL SEWER SIZE PASSING FEMA PRIOR TO SITING ANY PROPOSED WITH SAND FILL IN ACCORDANCE WITH NOTE#10. 0" - 12" A SAND 10 YR 3/2 FINE SAND EXIT LOCATIONS PRIOR TO INSTALLATION OF ANY SYSTEM COMPONENTS. #4 100% 12 10" STRUCTURES. z #50 10%-100% &ORGANICS #100 0%-20% 12 - 36 B LOAMY SAND 7.5 YR 4/4 #200 0%-5% 5' SOIL DATUM: SEAL OVERDIG 4' -0" 36" - 132" C FINE-MED. 10 YR 5/6 NONE LOOSE GROUND WATER DESIGN CALCULATIONS. b ELEVATIONS SHOWN HEREON ARE SAND ENCOUNTERED AT ' BASED ON THE NORTH AMERICAN �pLSH°F'�sr, A DEPTH OF 108" VERTICAL DATUM OF 1988 (NAVD 1988) o� DESIGN FLOW: ACCESSORY STRUCTURE - 3 BEDROOMS AT 110 GAL. PER DAY PER BEDROOM = 330 GPD I { cl N EXISTING 3 BEDROOM ACCESSORY STRUCTURE SEPTIC TANK ONE 12.83' x 29.17' x 2'D LEACHING CHAMBER. CONSTRUCT ACCESSORY STRUCTURE MINIMUM D'BOX INSIDE 330 GPD X 200% _ 660 GALLONS - USE 1,500 GALLON SEPTIC TANK(MIN ALLOWED) LEACHING CHAMBERS FOR ACCESSORY STRUCTURE BY D'BOX S QNA� F.F.E. EL.= 13.50 24" CONCRETE COVERS TO DIMENSIONS 12"x12' PLACING THREE 8-6 X 4-10 X 3-0 DB3 O LEACHING CHAMBER ( ) LEACHING CAPACITY UNITS WITH V-10" STONE ON END AND 4'-0" STONE ON SIDES BE PLACED 6" BELOW 2" DROP MIN. ONE (1) 12.83'x 29.17' x 2 'D. LEACHING CHAMBER CAN LEACH: (USE 500 GALLON LEACH CHAMBER UNITS AS N FINISH GRADE (H-20) RAISE COVERS TO WITHIN 9" MIN. 6" OF FINISH GRADE Vt= (((12.83 + 29.17+12.83)X 2 X 0.74) + 12.83 X 29.17 X 0.74) = 358 GPD MANUFACTURED BY SHOREY PRECAST OR EQUAL). N FINISH GRADE = 13.25± FINISH GRADE = 13.25± T MAX. TOTAL= 358 GPD J ---- -------- '' • - ------ --------- INSTALL: ONE ( 1 ) - 1,500 GAL. SEPTIC TANK(H-20) .- � w ` SPEED LEVELERS ONE ( 1 ) - DISTRIBUTION BOX (3 OUTLETS) (H-20) / LIQUID LEVEL (TYP.) ONE ( 1 ) - 12.83'x 29.17' x 2 'D. LEACHING CHAMBER (H-20) ( 1 - 10 U) Vt= 358 GPD > 330 GPD REQ'D. _ ___� ,._ __ __ _ / /. _. ,. OBSERVATION PORT O 10" DROP: 2 MIN. - PIPE OR FLOW � 11 ACCESSORY 11.00 " 14" 10.00 �X�.�\LEVELERSTRUCTURE 10.503 MAX. D BO INVERT. 9.75 0 % ; � �/ FOR FUTURE EXPANSION 4" DIA SCH 40 PVC 4'-1" LIQUID DEPTH ' ALL / EXCAVATE AND BACK FILL WITH CLEAN GRANULAR SAND DOWN TO THE C HORIZON O PIPE OR AS 1,500 GALLON (H-20) SEPTIC i' REQUIRED BY TANK WITH SANITARY TEES GAS BAFFLE CV / (SEE NOTE 10J / % % t O MASS PLUMBING ' • USE 'TUF-TITE' COMPACTED BASE � • CODE (TYP.) .: . . •. . :.• ., •; -� OR APPROVED W/6" LAYER OF -- ----- _ �.__ __.._ � � ---- -- EQUIVALENT CRUSHED STONE �/^j •o o 0 0 o ao po 0 0 0 o Jo o o > v/ THE MINIMUM (TYP.) Q SLOPE FOR 4" DIA w SCH 40 PVC PIPE IS - -70' - ----- -" > Q 1/8" PER FT 11'+ COMPACTED BASE 3'±TO D-BOX (LONGEST RUN) rr nn w w V 12'+ WITH 6" DSTONEAYER OF DETAIL OF LEACHING CHAMBER < CRUSHED STONE > v Q QO MAIN HOUSE F.F.E. = 15.00 TWO (2) -26" HEAVY DUTY NOT TO SCALE u- PROPOSED POOL HOUSE F.F.E. = 13.00 "SEAL-TITE" CAST IRON W - 24" CONCRETE COVERS TO 24" CONCRETE COVERS TO FRAMES AND COVERS TO - MINIMUM D'BOX INSIDE DIMENSIONS 12"x12' (n w BE PLACED 6" BELOW BE PLACED 6" BELOW BE PLACED WITHIN 6" OF �^ FINISH GRADE (H-20) FINISH GRADE (H-20) FINISH GRADE (H-20) RAISE COVERS TO WITHIN RAISE COVERS TO WITHIN vJ J t FINISH GRADE = 12.80' i 6" OF FINISH GRADE 6" OF FINISH GRADE Q FINISH GRADE EL.=12.70± r --- I -- \��' 4„O w `-- --- -`! 9" MIN. _._ � ----- -----T- 9" MIN. _ 2 _ _ - � PVC OBSERVATION PORT U) w THE MINIMUM SLOPE 3' MAX. 3' MAX. TRUE UNION BALL DROP: 2 MIN 9" MIN.) Z ----- FOR 4 DIA SCH 40 PVC f - - , t - i 3' (MAX.) 2" LAYER OF 1/8" O PROPOSED ZABEL FILTER I ` -- .�r Cv LL_v iL�z Co w PIPE IS 1/8 PER FT __ - L_i {TYP.) TO 1/2" STONE Q VALVE MODEL#A100 8 x 26 a 4,500 GALLON H-20 HOOK CABLE - _ zz �: 2 FORCE MAIN KNOCKOUTS TO BE FLOAT BRACKET ' 7// 3/4"TO 1-1/2" DOUBLE w w O GROUTED WITH HYD - - - - SEPTIC TANK ,.,�,..,� . . , _ r t r 110.03� t, � _9.86 WASHED STONE ~ LL MAIN HOUSE 6.75 v W/SANITARY TEES CHECK VALVE -_ _9.00 ._, v W I= 'OOL HOUSE. 9.00 j I, FOR FUTURE EXPANSION 2,500 GALLON (H-20) 3i8" BLEEDER HOLE 9.49 2'-0" EFFECTIVE DEPTH w 9_00 LIQ_U_ID_LE_VEL ► . SEPTIC TANK Z2"L x 22"W x A L L - - _ O 0 w O.D. - 20 H GARAGE ,: _ � .�• ;1-0° �--DROP'-2"MIN. -- - -16,, MAIN HOUSE, POOL HOUSE, AND GARAGE 10l W/SANITARY TEES a � � a 6 49 ! } 3 MAX. a.- L - - ALARM 40" RAIL ACME-SH30"L x 30"W x 28"H 4'-5' LIQUID LIFT OUR OREY MODEL DB72B 7.49 GALE o FLEXIBLE BUTYL ' FLEXIBLE BUTYL - "LAG" 36.75" SYSTEM S AS NOTED Lo DEPTH DEPTH TO ESTIMATED HIGH RUBBER SEALANT f .i 2.124 GAL. RUBBER SEALANT ` „ „ DRAWING FILE o LIQUID CAPACITY 1,062 GAL. 1,683 GAL. "LEAD" 30.5" --�-. x 4-0 4' - 10 4-0 GROUNDWATER 5.09' C19442-C.dwg „I (LIQUID CAPACITY LIQUID CAPACITY END VIEW (MIN 5') DATE n ALTERNATING 12 - 10" 07-15-2021 I.D. - 16' -0"L x 6' -0"W x T -4'H "OFF" 18'" - DUPLEX PUMPS a ILO.D 17' 0"L x T - 0 W x 8' 6'H FLOOR EL. - 1.97' FLOOR EL. = 1.73 RM DRAWN BY (S 4) 37' (LONGEST RUN) �. = GROUNDWATER EL 2.4'± 0 ESTIMATED HIGH DAV clj COMPACTED BASE ♦ CHECKED BY SMR WITH 6" LAYER OF - SUBGRADE LINES EXITING D'BOX MAIN HOUSE 16' ( ) 04 S POOL HOUSE 103' ACME-SHOREY MODEL: STPC745 CRUSHED STONE ACME-SHOREY MODEL: ST252 (TYP.) MUST REMAIN LEVEL FOR GARAGE ' (2 SECTIONS) -_ __ ___� N (TYP.) (2 SECTIONS) 40 2'-0" BEFORE PITCHING 0 (10' MIN.) - 11 DOWN TO LEACHING FACILITY INSPECTION NOTE o o �+ THE STATE ENVIRONMENTAL CODE, TITLE 5, REQUIRES °� C2 . 4 . 2 741 C) SCHEMATIC FLOW PROFILE INSPECTION(S) OF THE SEWAGE DISPOSAL SYSTEM v BY THE DESIGN ENGINEER. c o ALL INSTALLATIONS MUST CONFORM TO THE MINIMUM REQUIREMENTS OF TITLE 5 INSTALLATION CONTRACTOR MUST NOTIFY THE DESIGN Y ENGINEER PRIOR TO THE START OF INSTALLATION FOR w 1 OF SHEETS DISCUSSION ON REQUIRED INSPECTIONS. N 0 co [PROJECT NO. C 19442.00 r F 4 C PROVIDE H.D.P.E. RISER � GENERAL NOTE S WITH COVER TO WITHIN PROVIDE H.D.P.E. RISER WITH REMOVABLE, FINISH GRADE OVER D-BOX= 9.O '± FINISH GRADE 6"OF F.G. (TYP OF 3) SECURED, WATER-TIGHT COVER TO F.G. 1. UNLESS OTHERWISE NOTED, ALL SYSTEM COMPONENTS AND CONSTRUCTION @ FND. EL.= REMOVABLE WATERTIGHT RISER 4"SCHEDULE 40 PVC MIN. SLOPE 1 % FINISHED GRADE OVER BIODIFFUSERS= 9•0' - 9•5' METHODS SHALL BE IN ACCORDANCE WITH TITLE 5 OF THE STATE 8.5j'± F.G. OVER TANK EL.= 9.01± F.G. OVER P.C. EL.= 9.0'+ TO WITHIN 6"OF FINISHED GRADE _ SLOPE @ 2% MIN. ENVIRONMENTAL CODE AND ANY APPLICABLE LOCAL RULES. _ 5" DIA. OUTLET(S) INSPECTION PORT WITH 20"MIN. EL=603' ACCESS BOX TO WITHIN 3"OF 2. ANY CHANGES TO THIS PLAN MUST BE APPROVED BY THE BOARD 9" . . MIN. - _ F.G. (ONE PER OUTER ROW) OF HEALTH AND THE DESIGN ENGINEER. EL.=6.38'� (TYP) 36"MAX. 20"MIN. 2"SCH. 40 i I- - - 3. 4"SCHEDULE 40 PVC PIPE WITH WATER TIGHT JOINTS SHALL PROPOSED TO D-BOX 9"MIN BE USED IN DISPOSAL SYSTEM UNLESS OTHERWISE NOTED. 4"SCH. 40 PVC PROP. - 2" DROP MAX. 3" 4"SCH. 36"MAX. SLOPE @ 2%min. zo 3" DROP MAX. 40 PVC 9"MIN. 4. TO PREVENT BREAKOUT THE PROPOSED FINISH GRADE SHALL NOT BE LESS THAN sL PE @ %min. 36"MAX. TOP OF SAS/B.O. = 7,3,`3' ELEVATION =7.33' FOR A�DISTANCE OF 15'AROUND THE PERIMETER OF THE SAS. UNLESS A 5.30' 1 L=15'± 40 MIL GEOMEMBRANE LINER IS PLACE AT LEAST FIVE FEET FROM S.A.S.AND THE TOP OF 48" ALARM ON 2"PVC TEE 4"SCH.40 PVC INV. OUT= , THE LINER IS NOT LESS THAN THE BREAKOUT ELEVATION. rj 6'-I LIQUID 5.05� ,90 OUT TO SAS _ TEE LEVEL UMP ON 1.33' 5. SLOPE ALL SOLID PIPE AT 1.0% MINIMUM. �, w 11.1'TO FND. TEE TEE uMP w 0.90' (TYP.) r10.75"(TYP) CLEAN6. THIS SYSTEM IS NOT DESIGNED FOR A GARBAGE DISPOSAL. SANDEL.=0.80' GAS BAFFLE " EL.=0.40'- 7.17� 12"MIN. 7.00� , � w I 7. LOCAL BOARD OF HEALTH TO BE NOTIFIED PRIOR TO BACK FILLING WHEN 6"CRUSHED STONE 6 CRUSHED STONE , 6.90 6.00 (laid flat) 2.875 (34.5 )--I SYSTEM IS NEARLY COMPLETE AND READY FOR INSPECTION. SYSTEM IS NOT TO OVER MECHANICALLY OVER MECHANICALLt 4.65 TYP.) BE BACK FILLED WITHOUT FIRST OBTAINING APPROVAL FROM BOARD OF HEALTH. COMPACTED BASE COMPACTED BASE 4W 6 CRUSHED STONE 5.0' OVER MECHANICALLY (TYP.) 5'MIN. 11.50' LENGTH 10'-6" WIDTH 5'-8" DEPTH 5'-7" LENGTH 8'-3.5" WIDTH 5'-5.5" DEPTH 5'-7.5" COMPACTED BASE REQ'D 8. ELEVATIONS BASED ON N.G.V.D DATUM OF 9.46' ESTABLISHED ON 1 ,500 GALLON SEPTIC TANK 1 ,000 GALLON PUMP CHAMBER 40.0' TOP OF A CONCRETE BOUND AS SHOWN ON PLAN. -- 5 OUTLET DISTRIBUTION BOX (TYP') 9. CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION TO BE INSTALLED ON A LEVEL STABLE GROUND WATER ELEV.= 1 .00' BASE. FIRST TWO FEET OF OUTLET BIODIFFUSERS (END VIEW) THROUGH DIG-SAFE AT LEAST 72 HOURS PRIOR TO COMMENCING WORK ON SITE TANKS SHALL BE INSTALLED ON A LEVEL STABLE BASE PIPES TO BE LAID LEVEL. BIODI FFUSERS PROFILE AT 1-888-DIG-SAFE AND ANY OTHER APPLICABLE AGENCIES. REPORT ANY PROPOSED 1 ,500 GALLON SEPTIC TANK & ( ) DISCREPANCIES TO THE DESIGN ENGINEER. (BY ADVANCED DRAINAGE SYSTEMS, INC.) CROSS SECTION VIEW _ ALL JOINTS WHERE PIPE ENTERS AND EXITS CONCRETE PROPOSED 1 ,000 GALLON PUMP CHAMBER DISTRIBUTION BOX DETAIL. ARC 36HC (#3616BD) H-20 BIODIFFUSERS STRUCTURES SHALL BE MADE WATERTIGHT. NOT TO SCALE NOT TO SCALE NOT TO SCALE 11. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH DEEDED OR Q CONSTRUCTION NOTES: „ c ZONING REGULATIONS. OWNER/APPLICANT IS TO OBTAIN SUCH E p`I l^N DAT I •• I Q_ »� EST PIT DATA DETERMINATION FROM APPROPRIATE AUTHORITY. Q ti DESIGN T J " y PERC NO. 13550 1p 1.) MAGNETIC MARKING TAPE SHALL BE PLACED ALONG THE TOP EDGE OF ;� 12. ALL SEPTIC SYSTEM COMPONENTS SHALL WITHSTAND H-10 LOADING UNLESS EACH SEPTIC SYSTEM COMPONENT. NUMBER OF BEDROOMS (DESIGN) 5 . .- INSPECTOR: Donald Desmarais, RS LOCATED UNDER PAVEMENT, DRIVES OR TRAVELED WAYS IN WHICH CASE 441 •�'1 4v THEY SHALL WITHSTAND H-20 LOADING. 1 EVALUATOR: Michael Pimentel, EIT, CSE [r p DESIGN FLOW 10 GAUDAY/BEDROOM 2.) CONTRACTOR SHALL VERIFY SOIL CONDITIONS IN THE LOCATION OF THE �l `�, 3 PROPOSED LEACHING SYSTEM TO ENSURE CONSISTENCY WITH TEST PIT TOTAL DESIGN FLOW 550 GAUDAY ;± ` C.S.E.APPROVAL DATE: Oct. 27, 1999 13. DOUBLE WASHED CRUSHED STONE SHALL BE FREE OF ALL DIRT, DUST AND � o DATA SHOWN ON THIS PLAN. REPORT TO ENGINEER AND LOCAL BOARD OF FINES. - - --_-- _- -� --- DESIGN FLOW x 200% = 1,100 GAUDAY y DATE OF TEST PIT: Feb. 15, 2012 MAP 90 n Q HEALTH IF SOILS ARE NOT CONSISTENT WITH TEST PIT DATA. L'. 14. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL LOAM, SUBSOIL AND USE PROPOSED 1,500 GALLON SEPTIC TANK TEST PIT#: 1 PARCEL 02 ss70 3. ALL PROPOSED WORK IS LOCATED OUTSIDE THE LIMITS OF ANY AQUIFER ., . '•, ,' j' • S _ UNSUITABLE MATERIAL IN AREA BENEATH AND FOR 5 FT. ON ALL SIDES OF r� �8, ) T1 ' ELEV TOP 9.00 LEACHING FACILITY. REPLACE ALL UNSUITABLE MATERIAL WITH CLEAN �o , emu?? �'O, PROTECTION AREAS OR ESTUARINE WATERSHEDS. INSTALL 32 - ARC 36HC (#3616BD) "` Fear o f ' COARSE SAND FREE FROM CLAY FINES OR OTHER UNSUITABLE MATERIAL IN �o ^�, \ 9• cc !. I; M • -LLsi _ ELEV WATER= 1.00 CORDANCE WITH 310 CMR 15.255(3). H-20 BIODIFFUSERS f c 4 � \ k % .r� 1 t . i PERC RATE _ <2 Min./in. 15. CONTRACTOR SHALL NOTIFY DESIGN ENGINEER OF ANY DISCREPANCIES FOUND IN o• ti O a / �t o� �8 MAP 90 SYSTEM CAPACITY �� . S '� 1 '�` DEPTH OF PERC=_ 36"-54" SITE CONDITIONS FROM THOSE SHOWN PRIOR TO CONTINUATION OF WORK. CV) (TOTAL L.F. OF BIO'S&COUPLINGS)(4.8 SF/LF)(0.74 GPD/SQ.FT.)_ ' • -^' " 16. PROPOSED PROJECT IS LOCATED WITHIN: °j \ PARCEL 17 - ' • • • • . -�'"-f TEXTURAL CLASS: 1 to (160)(4.8 SF/LF)(0.74 GAUSQ.FT.)= 568.3 GAL. LEACHING/DAY ASSESSORS MAP 90 PARCEL 08 -4 'P`��' QZ�✓ TOTALS: �;' 0" - 9.00, 17. OWNER OF RECORD: RUTH T. PLIMPTON 00 O APPROX. FLOOD ZONE LINES p� ti TOTAL NUMBER OF BIODIFFUSERS: 32 Fill ADDRESS: 22 DUNSTER RD. V O 0, DIGITIZED PER FEMA MAP ^ TOTAL NUMBER OF COUPLINGS: 0 Light 6' Loam Sand 8.50' CHESTNUT HILL, MA 02467 Co o o �\ TOTAL LEACHING AREA: 768.0 LOCUS 12A 10YR 3/1 g,00' N TOTAL LEACHING CAPACITY: 568.3 `° �°' \ FEMA FLOOD ZONE A14 (EL. 12) B Loamy Sand 10YR 5/8 AS SHOWN ON COMMUNITY PANEL# 2500010018 D \ C) DOSING & STORAGE REQUIREMENTS 36" 6.00' � ► 18. PLAN REFERENCE: L.C. PL. 10939 D 1. TREE (TYP-) / Benchmark DESIGN FLOW: 550 GPD Perc 5' 19. DEED REFERENCE: L.C.0 72332 Q SS9° Top of Concr. Bound DOSING REQUIRED: 4 CYCLES /DAY 54" 4.50' i OO, Elev. =9.46' _ 322j,00� N.G.V.D. 550 GPD/4= 137.5 GAUCYCLE - I 20. ALL DISTURBED AREAS SHALL BE RESTORED TO ORIGINAL CONDITION. / \ DISTANCE REQUIRED BETWEEN PUMP C Medium Sand 21. PROPERTY LINE INFORMATION IS ONLY APPROXIMATE. THIS PLAN IS TO BE USED ONLY S87043'30"E ON AND PUMP OFF FLOATS: 2.5Y 6/6 FOR SEPTIC SYSTEM UPGRADE. JC ENGINEERING WILL NOT ASSUME ANY LIABILITY REMOVE& REPLACE, IF 100.07' -- _ FOR USES OF THIS PLAN OTHER THAN ITS INTENDED PURPOSE. 9x7 J NECESSARY(SEE NOTE 14) ( 137.5 GAUCYCLE 250 GAUFT = 0.55 FT/CYCLE 96„ _ Mottling V 1.00, / (USE 0.56'TO PROVIDE FOR BACKFLOW) 10Yr 5/8 - 22. THE FOLLOWING LOCAL VARIANCE IS REQUESTED FROM ARTICLE 1,SECTION 360-1: STORAGE REQUIRED ABOVE WORKING LEVEL: 550 GAL. (1.) A 24.9'VARIANCE (100.0'-75.1')FOR THE SETBACK FROM THE PROPOSED 1,500 -- 11.5' 9 p Wee in GALLON SEPTIC TANK TO THE EDGE OF A COASTAL DUNE. -9 29.91 8) PROP. INSPECTION PORT I STORAGE PROVIDED ABOVE WORKING LEVEL: 625 GAL. LOCUS PLAN 114"112" - -Standing -0.50' - -0.33' I WITH ACCESS BOX TO - - - - BIT. DRIVEWAY L.P. \� � (7 � GRADE (TYP OF 2) � SCALD-= 1000, 120" -1.00' -- -- ----- -- \ \ - 10 LEGEND �X-X-X-X-X X-X-X`X-X _ _.... -- £ I MAP 90 TEST PIT DATA 50xO EXISTING SPOT GRADE .p MAP 90 i �\\9 o PROP. TOTAL 32 ARC 36HC PARCEL 07 NOTE: PUMP MUST BE EQUIPPED WITH A HIGH PERC NO. 13550 - __ PARCEL 08 x \ 1 (#3616BD) H-20 BIODIFFUSERS LEVEL ALARM LOCATED IN THE BUILDING - 50 - EXISTING CONTOUR INSTALL 1-1/4" PVC TO HOUSE. JOINTS TO BE MADE SERVED WHICH IS POWERED BY A CIRCUIT INSPECTOR: Donald Desmarais, IRS � I 9x2 9 IN A FIELD CONFIGURATION � 50 PROPOSED SPOT GRADES 180,774 S.F. ± I _n WATERTIGHT.WIRE PUMP AND FLOATS TO SIMPLEX SEPARATE FROM THE CIRCUIT TO THE PUMP. EVALUATOR: Michael Pimentel, EIT, CSE x I ` TENNIS COURT I z CONTROL PANEL No. 1-CC2 NEMA-1 MFG. HOOVER -� 50 PROPOSED CONTOUR c� �^ 5) n C.S.E.APPROVAL DATE: Oct. 27, 1999 X � � � �-� (6 m INSTRUMENTS. DATE OF TEST PIT: Feb. 15, 2012 X D I I \\ ' " EXISTING UNDERGROUND UTILITIES \ a� T 2 PROP. DISTRIBUTIONBOX NEMA 4 JUNCTION BOX CORROSION RESISTANT& HOISTING CABLE 7 x 19 STAINLESS STEEL X £ �. r� 9x0 LIQUID-TIGHT CABLE CONNECTORS SUPPORTED 1/8 DIA./ 1,760 LB. STRENGTH TEST PIT#: 2 n, ELEV TOP = 9.00 W EXISTING WATERLINE a, a �` PROP. 1,000 GAL. PUMP CHAMBER CONNECTORS SUPPORTED BY 1-1/4"PVC CONDUIT, " ' x f- JOINTS TO BE MADE WATERTIGHT 2 BALL VALVE w/ UNIONS SCH. 80 PVC X I `\ (4 O ' GEORGE FISHER CO. MODEL NO. 560 ELEV WATER= 1.00, TEST PIT LOCATION I - 3) 100' COASTAL =Zp PERC RATE O O O PROPOSED 1,500 GALLON SEPTIC TANK X - ' - " 2"SCH.40 TO D-BOX DEPTH OF PERC - m �6 X STOOP '� DUNE OFFSET TF 2-SCH. 40 TEE w/CLEAN-OUT CAP HC-3 HC-2 9 �� `` `n ALARM ON TEXTURAL CLASS: 1 O O O PROPOSED 1,000 GALLON PUMP CHAMBER 0.4' CONCR. PAD PROP. 1,500 GAL. SEPTIC TANK � � _F� UMP ON 1 \ PROPOSED 4"SOLID SCHEDULE 40 PVC PIPE #979 (2 i. ` \ d' EXISTING {NV.=5.6'± HC-1 ( O \ o - 14 PUMP 2"BALL CHECK VALVE SCH. 80 PVC 100 0" 9.00' -\ 1 75' COASTAL I N CA P.S.I. FLOWMATIC MODEL No. 208S 6" Fill 8 50' _._..__ PROPOSED 2"SOLID SCHEDULE 40 PVC FORCEMAIN 5-BEDROOM - -- A Loamy Sand DWELLING 8x5 \ DUNE OFF-E i a o - 0 DECi; \ •� �• ' (2)WIDE ANGLE CONTROL FLOATS 0 1/4"WEEP HOLE IN DISCHARGE PIPE 12" 10YR 3/1 8.00 PROPOSED ARC 36HC (#36166D) H-20 BIODIFFUSER PROP. SILT FENCE (BARNES 073618) PROP. C/O \ w I \ ' ` 1: PUMP ON/OFF 120 ACTIVATION 2"SCH. 40 PVC DISCHARGE PIPE B Loamy Sand w ` \ 10YR 5/8 I � 2: ALARM ACTIVATION BARNES SE411 PUMP 0.4 H.P., 115 V,2" =VF DATE BY APP D. DESCRIPTION DISCHARGE PASSING 1-1/2"SOLIDS OR 36" 6.00' \` APPROVED EQUAL PROPOSED SEPTIC SYSTEM UPGRADE EXISTING LEACHING ) { V��uV PREPARED FOR: �H or�iAss � c CATCH BASIN I . ��` � CAPEWIDE ENTERPRISES EXISTING CESSPOOL TO BE PUMPED -,4 ® A I 1 ,®0O GALLON PUMP CHAMBER JOHN L. AND FILLED WITH CLEAN SAND SWING TIES •/ \ ------_ ___ _ _ __..-_ C Medium Sand CIVIL I: _.._. CHURCHILL J _ __-- LOCATED AT \ \ PROP. SILT FENCE / BUOYANCY CALCULATIONS 2.5Y6/6 � Np also DESCRIPTION HC-1 HC-2 HC-3 �ti 979 SEA VIEW AVENUE 96„ _ TO p 1•oo' '';,�` OSTERVILLE, MA SEPTIC COVER IN (1) 13.9' 24.5' -- 14� 10Yr 5;8 EXISTING LEACHING PIT PROPOSED 1,500 GALLON H-10 SEPTIC TANK: PROPOSED 1,000 GALLON H-10 PUMP CHAMBER: Z/L711 Z SEPTIC COVER OUT(2) 16.3' 18.4' -- � TO BE PUMPED AND � �O _-_ __ _-..- \ FILLED WITH CLEAN SAND -- -J HIGH GROUNDWATER EL.= 1.00' HIGH GROUNDWATER EL.= 1.00' 112„ - Weeping - -0.33' RESERVED FOR SCALE: 1 INCH = 20 FT. DATE: FEBRUARY 27,2012 PUMP COVER IN (3) 30.6' 14.8' TOP OF SEPTIC TANK EL. =6.38' TOP OF PUMP CHAMBER EL. =6.03' Standing BOARD OF HEALTH USE o 10 20 40 BOTTOM OF SEPTIC TANK EL. =0.80' BOTTOM OF PUMP CHAMBER EL. =0.40' 114' - - - - -0.50' so FEET PUMP COVER OUT(4) 35.5' 17.7' -- \ \ / LP COASTAL DUNE WATER DISPLACED =(1.00'-0.80')x 10.5'x 5.67'= 12 C.F. WATER DISPLACED= (1.00'-0.40')x 8.29'x 5.46'=27 C.F. 120" -1.00' PREPARED BY: p WEIGHT OF DISPLACED WATER= 12 C.F.x 62.4 LB/C.F. =749 LBS WEIGHT OF DISPLACED WATER=27 C.F. x 62.4 LB/C.F. = 1,685 LBS BIODIFFUSER CORNER(5) -- 35.1' 65.7' \ \ r WEIGHT OF 1,500 GAL. H-10 SEPTIC TANK= 12,000 LBS WEIGHT OF 1,000 GAL. H-10 PUMP CHAMBER=8,400 LBS JC ENGINEERING, INC. BIODIFFUSER CORNER(6) 32.0' 55.8' SOIL COVER= (9.0'-6.38')x 10.5'x 5.67'= 156 C.F. SOIL COVER= (9.0'-6.03')x 8.29'x 5.46' = 134 C.F. 2854 CRANBERRY HIGHWAY -- \ <_.....----�'� WEIGHT OF SOIL ABOVE TANK= 156 C.F. x 120 LB/C.F. = 18,720 LBS WEIGHT OF SOIL ABOVE P.C. = 134 C.F. x 120 LB/C.F. = 16,080 LBS EAST WAREHAM, MA 02538 BIODIFFUSER CORNER(7) -- 71.8' 84.5' SITE PLAN 12,000+18,720=30,720 LBS >749 LBS; THEREFORE ACCEPTABLE 8,400+16,080=24,480 LBS > 1,685 LBS; THEREFORE ACCEPTABLE 508-273-0377 BIODIFFUSER CORNER(8) -- 73.3' 91.4' SCALE: 1"=20' Drawn By: MCP Designed By MCP i Checked By:JLC Job No.:2146 47'-61/16" Catalano Architects, P.C. 15'-31/2" 16-11" 15'-31/2" 125 Pearl Street, Boston MA 02110 15'-3 1/2" 8'-51/2" 8'-51/2" 8'-0 3/4" 7"-2 13116" p 617 338 7447 catalanoarchitects.corn 2 3 BHA3. BHA3. r -- -- -- -- -� 3" 1 �— I--- -- - - — 03.18.21 Pad out 3"x48",10mm thick 3"x48%10mm thick M T Est w__a_—1 -P-ai-nt--t-Yellow floor _tile —te P-a--int- -—I-t—B lue floor the bY --- x-M0'3 _- .1 8.2-_1—,P_.a Pad out I 979 Sea View Ave Reside nce by"D9C"(4100625) - "D9C-4100623 astbathroom waito 2x'" t 2Xs_onit 979 Sea View Ave Osterville, MA 02655s7 �R GH1057 Shelves(Above) 1 Shelves(Above) Drawers 2-- __-- - (Bow)1 L ! Drawers el -3-113/4 -11 1/26 8'-23/4Dresser 31/2" 1/44 4'-11/4" 13 Accessory Bunk House - in - iI!---OJ--`)-'---- au 9--- ---_ -I GH 204 1 --- ------ r �L I -_.. _III i s_c flflIu@@flIo-kII rIIv;e_-r O� V --. I1I MIII( — II�lllII lI�II BIIIi1l,Il(HlI,�1lIII sI1IIi II�l�i,l IIII.�IlIiIII lI iIi11I1 --__-----__--__--_--_---_------ Proposed ro us ed (Second ht o Hn iu FSOsL o IlElNo .IcNo Com4 r Show r I -------7-.X 8 I 15 I GH 206 I _ . ich 7 a> 12x24"Linen Textured 76 -`---- � X �i, Plan Proposed Roof T-11 0 3/4"Tile by"Discover --- --------6 17" 03/4" _ Plantile"(397FEPMESESN) 41 i 17 4'-33/41, it 4 Shelves Scale: 1/4. -0 Attic Access Attic Access 2"x2N3/8"Mosaic Raked Y Date: Wednesday, June 23, 2021(above) [above) Thassos tile 11. 1"xl1.81 sheets,7mm thick Tile"(112ARSTHRA) CV ,n Na ure Micro Pebble-Lovina Wete shower floor tile by r, BEDROOM GH 205 "TiBar" 10.27.20 BUILDING PERMIT SETH LL 15'-6x 13' Wall below Y GH 201 Wait below is 12.04.20 EXTERIOR PACKAGE FOR BEDROOM GH 202 14'-3" 13'-9" °� CONSTRUCTION 15'-6" X 13' OVER N 01 .15.21 EXTERIOR TRIM PACKAGE F O R QUEEN QUEEN CP !QUEEN QUEEN! I M I I CONSTRUCTION fll <O 01 .19.21 PROGRESS SET FOR CONSTRUCTION 51/2 i 5-81/4 5'-10 I nl CP /4" 5 i 4'-01 01.29.21 INTERIOR PACKAGE FOR PRICING 03.05.21 INTERIOR PACKAGE FOR CONSTRUCTION ------------ Chest Chest BUILDERS LKVC Roome&Guarral LLC '_j L STRUCTURAL ENGINEERS — 48 Grove Street Somerville,MA 02144 T:617-628-1700 F:781-883-1081 —0 / M0 2 2 COASTAL BHA / engineering co. I I 260 cranberry a 508,255.65i1 P 50&255.57oo I, HO L - L 1-1- - -I P.O.BOX 91 2MAIN STI �MOUH MA 02541 O 5013540-53200FAX 5048 I HORIUI 1 I I --_ _ i----- C� NI- - � LAN DSCAPEAR W S N IL VP --- ---- E IDR' _ _ _ - - - --_ .- (n 2 15' 13-1 1/2" 2'-4" 2'4" --------- - WILKINSON ECOLOGICAL DESIGN_ . __. ___ ___. 5-111/2" 30'-11" r_________ m --------- ----_ ------- -- --- -_- SSCAoLEc. o1/4 n_—d 1F-0„loor Plan -- --Ir---------------------------- --------------------------------------------_----- :.'-_.--------- _ ---- ----_-----_. -___-__ I 1�'II I -- -_-—-_--- -_--__-- - -_--=--- __ - --_-=----- - -- --- ---=--=-. -----_--_--__-------_-_---4'-8 '--_------ 1.I -------- _ --_------_ _ _-_.---_ -- -- -- JENNIFER/PALUMBO --- ---- ---- ------- --- ---- ---4T-6" - - — II't1201 DESIGN - -- -- -- - ------- --- - -- -- --- --- --- ___ --_-- ---- --- --- -- -- , I -_--_------_-_ --- -- -- _-_ -_- ----_- �-- -------- -�I-- 1 O Catalano Architects, PC ------ — ---- --- ---- ----- — ------------ ---- DGE CEDAR BOARDS ICEDARBOARDSRIDGE ------ ----------- --- ----- ---- —----- - -- ---- - --------- --_-_--.._.rIi..--_..'-_-------'--._--------_.--_'.----'--------------.---------_-- ----------------_-.-_ ----------._--_--.------1---0 QR-1-- �---------------.---.-----------------. --.---. -----------------� ---- IIi -Ii--Ii---I,-----_-_------ ----------------------....----._-.-_.-_.--___- .-_-------"------._----.--_-.--_-.-- -- -- ---_-'--------- --_---._---_...- --.._--.--N--s-------- ---�-------------_----.-_---.--------.---..-- -------------- L "------------------------- -- --- -- - - . — -------_--_"- ---...__--_-.-'--1� ---- ---- BHA 3. -_"------.----Ir�L(I�L(----.-----.-.-----_----.�----------_-_----'---._-.----_--_---_--.------------�----'_---.--- ----------------_-- Il1I n;I11(siifk111IIII 11II s!'Il,4,,1II✓-;Il11I(II lIi1IIIL �-_I1II I1!I-�IlI1ii,III! -Yl--------------------_-.-".---_Q.--r5--------- ----_------.--.--- ._("-_.---_--._--.-_.---_--.II-----------_---------- ---------..---.- .�----f-------------�- - - - -- - - --- --- -----------------_---------------------------------------------__------.-------_.--- - ------- --- -- -------------------_-_-----_- -- ---- nrVI I I 1 I I I- - - --- -- O -- ---77 ------Q---_-�- -----_ry------_- . . "— SARNAFIL -- -- --- ----- D O Pj/ E R" VCF O _-, - -------------- __1 l- l il l -- ABH A -- -----'-_ -- ---- ----_ - 102 2 m no Roof Plan 3 SCALE: 1/4" V-0"wL 2 BHA 3.