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0009 GARDINER LANE - Health
i 9 GARDINER LKYJ G Osterville A= 141 - 104 " 4 A I, No. 4210 1/3 BGR SLT 10% a 0 0 TOWN OF BARNSTABLE LOCATION SEWAGE#ALOV6 0 Z� VILLAGE C v/F,��� ASSESSOR'S MAP&PARCEL IVJ INSTALLER'S NAME&PHONE NO. [5��/",+ ss�O�a� ,eX1Mff � SEPTIC TANK CAPACITY /,.f11l1 LEACHING FACILITY:(type) ,(f� /�. ���,a (size) P NO.OF BEDROOMS G/ ,2-a? OWNER l / d �t PERMIT DATE: d of / COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility P /3 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 �l"z'%✓Cify� !/ LA --`-D - LAb 13 2A No. Fee New ` THE COMMONWEALTH OF MASSACHUSETTS Entered in com u er: Yes (1' !� PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS ddrt i1n , Zipplication for Misposal 6pstrut Construction Pffmit Application for a Permit toC nstruct.X_-_Repair( ) Upgrade( ) Abandon( ) Complete System ❑Individual Components Location Address or Lot No. e#-i Zrj GAR441S L4, wner's Name,Address,and Tel.No. Assessor's Map/Paz el V�i'l , i DLAO0 CJ mac) D 1 :1�G� `.�"� 1�Si�v-� 'mS� ., Installer's Name,A dreas„.and-Tei-No. Designer's Name,Address,and Tel.No. CAS:AL. 1Z iJCr- �fLYI i Q. t� j� ZC d C.ls%Aali3:.�A-'� -�i•,hl+:i�'f !3{2C...�•:'��•ZS?-lei 1 Type of Building: �14 uu✓/ P/v 7 M Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder,( ) Other Type of Building ) 1_ No.of Persons �a Showers( ) Cafeteria( ) Other Fixtures IN art f V i d u � " �. ` ri,✓ /`o Design Flow(min.required) gp De ign flow provided s ` pd Plan Date io al +7 Number of sheets Revision Date 0 f - Title Ti-A D 34VQ;i�i.- ?X&,jd,0,5; S"ii'!- Alxej � .�k6r2��:�i"�'ji3 t�Y� +w V4—S Size of Septic Tank i;500 &AW} _Ofj - ZcY Type of S.A.S. Description of So , ; si�d L L. C�il 5 r`>LP C Nature of Repairs or Alterations(Answer when applicable) o N o v C m o► Tf Date last inspected: Agreement: The undersigned agrees to ensure the construction and m ' tenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental d d not t pla the system in operation until a Certificate of Compliance has been issued by this Board of Heal Signed Date Application Approved by Date � � Application Disapproved by Date for the following reasons Permit No. Q �� ,Z Date Issued 22 Fee ' Al - f THE COMM WEALTH OF MASSACHUSETTS �- Entered in co►npu�:. ✓:. a... .!^ PUBLIC HEALTH DIVISION TOWN'OF BARNSTABLE,:MASSACHUSETTS Yes �Jd 2pplication for Misposal*pstrm Construction permit Q Application fora Permit to.Construct Repair( ) Upgrade( ) Abandon( ) `Complete System El Individual Components Location Addressor`Lot No. 4t•i Z�j �s AaA 1 to 94 L13. '`Owner's Name,Address,and Tel.No. r .Assessor'sMap/Parcel A- w "' 1 ►yCv 'iRC`j op WAuGY T SA+''el1--7N01 ' Installer's Name,Address,And.T.el:No:—=-� Designer's Name,Address,and Tel.No. CoKS;Met i�(i r, ruwY°onto,5o y, 2 '-Gs'a t Type of'Bu ding: r It ? O PN,Dwelling No.of Bedrooms 1 `Lot Size 46 6,; sq.ft. Garbage Grinder( ) Other Type of Building'Ritig k 0L)f 4 L, No.of Persons � �i s / Slio'wers Cafeteria( ) Other Fixtures LN 0rfC �,.J V h b.qq-y 0 e-ty-,. 40 's. 01C k/jr'e,n _ - Desrgn'Flow(min.required) r ,��q ,��� gpd�- Design flow provided "ice w `�3 S '(r gpd Plau Date 1 b 111) 17 Number of sheets Revision Date /#1.2 tf Ic-,�%'�• �f /�� Title "PLw�1J :�MU�Jri.)(r 12 ,00.�Cf1 Sfe- AEI * Size of Septic Tank 1,5vp Ci-Xl1-I.fit� r Type of S.A.S. , _*Description of Soil 5 1aC����]'�.----'1�--�(l��i i►.t� ib j T Nat rre,,of Repairs or Alterations(Answer when applicable) A�ltirow�m `n!✓a �� /o C ,1i1/7 �' :. 0 3 '�' `,y�•- { r.!,>�d.v i I . K i/1 [ B J1 00 A „✓"'`,Date last inspected: e 'F The undersigned agrees to ensure the'construction and maintenance of the afore described on-site sewage disposal system in `. 3 accoidance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of { , Compliande has been issued by this Board of Health%", } a + Signed A ( J' d Date Application Approved by In�, ,ll;.tc�� f if' ' �.+ / t t°,l ° Date .. z . .. •ii"'7f''1 6Cf:�/;1E,�k„,l,.d «. . Application Disapprov�ed by !-y- -._. h z Date for�thev`following reasons y r PerrnitNo,. (T tYj O,� Date Issued .2 (if �HE COMMONWEALTH OF MASSACHUSETTS # �• f�a ,�,4 s BARNSTABLE,MASSACHUSETTS Certificate of Compliance ' is THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired(.n) Upgraded( ) Abandoned( )by U Ur at ►.1 (,ofrJ-,") r �r�P d r11, ^ has been constructed in accordance.. ff with the provisions of Title 5 and the for Disposal System Construction Permit No. , 'tT tY-0.) dated d 1.t - Installer Designer " #bedrooms n n ; 0�„,I�:or, L fix-n I L,.o Approved design flow -e�'I gpd The'issuance of this pe miirs/h//all n It be construed as aguarantee that the system will (fund of n�a�s designed Y t 1 + ; Date Inspector l A No G ( 1 Z- Fee ' coo THE COMMONWEALTH OEMASSACHUSETTS , PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS Mispossal 6pstem Construction Permit x Permission is hereby granted to Construct(V) Repair( ) Upgrade( ) Abandon( ) System located at ! i 4 �����nPr' �i�^A r r n i'Ile* 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. k`F Provided:Construction must be completed within three years of the date of this permit. W Date _-0 - � j� Approved by y -- "� � _. III 1 I �� \ � > �, �. B k 31 164 Ps 340 0-14 026 - 03-28-20.18 8 01 17p Notice of Alternative Sewage Disposal System M.G.L. c. 21A, § 13 and 310 CMR 15.0287(10) his Notice to be recorded and/or filed for registration in the chain of title of the Property served by an Alternative ewage Disposal System("Alternative System ).] NAME(S) OF OWNER OF PROPERTY SERVED BY ALTERNATIVE SYSTEM: Assembly Required.LLC, a Delaware limited liability company,with a mailing address of c/o Nancy B. Samilj an, 400 Atlantic Avenue,Boston, MA 02110, and c/o Duly Authorized Agent Jacqui McCoy, of Paul McCoy Family Office Services 31 St. James Avenue; Suite 740,Boston MA 02116. ADDRESS OF PROPERTY SERVED BY ALTERNATIVE SYSTEM: Lot 1 Gardiner Lane(formerly 1.1 & 25 Gardiner Lane) Osterville,Massachusetts TITLE REFERENCE FOR PROPERTY SERVED BY ALTERNATIVE SYSTEM [check and complete each that applies]: Deed recorded with the BARNSTABLE REGISTRY of Deeds in Book 30724,Page 85 _Certificate of Title No. issued by the Land Registration Office of the Registry District Source of title other than by deed [If Alternative System Owner(s)is other than Property Owner(s),complete the following:] Alternative System Owner Name: Assembly Required LLC Alternative System Owner Address: c/o Nancy B. Samiljan,400 Atlantic Avenue,Boston,MA 02110,and c/o Duly Authorized Agent Jacqui McCoy,of Paul McCoy Family Office Services 31 St. James Avenue; Suite 740, Boston MA 02116. WHEREAS, Section 15.280 of Title 5 of the State Environmental Code ("Approval of Alternative Systems"),provides for the Massachusetts Department of Environmental Protection(the "Department")to approve or certify, as appropriate, all proposals to construct, upgrade or replace on-site sewage disposal systems using alternative systems; WHEREAS, owners and/or operators of approved or certified alternative systems are subject to general conditions, as specified in Section 15.287 of Title 5 of the State Environmental Code, 310 CMR 15.287, and may be subject to special conditions, as specified in the Department's approvals or certifications; such general and special conditions potentially including, without limitation,requirements relating to the use of trained operators,periodic inspections,maintenance,sampling, reporting.and/or recordkeeping; WHEREAS, Section 15.287(10) of Title 5 of the State Environmental Code, 310 CMR 15.287(10),requires that"prior to obtaining a Certificate of Compliance for installation of a new or upgraded system, the system owner shall record in the chain of title for the property served by.the alternative system in the Registry of Deeds and/or.Land Registration Office, as applicable, a Notice disclosing both the existence of the alternative on-site system and the Department's approval of the system. The system owner shall also provide evidence of such recording to the local Approving Authority [;]" and WHEREAS,the Property is served by an alternative sewage disposal system. NOW, THEREFORE,Notice of an alternative sewage disposal system is hereby given for the above-referenced Property, as follows: Pagel of 2 1. Existence. An alternative system has been installed as a new or upgraded alternative sewage disposal system, on or adjacent to the Property, and serves the Property. The trade name and model number(s)of the alternative system are as follows: Trade name of technology: Pere-Rite Drip Dispersal System Manufacturer Name: American Manufacturing Company Model number(s):ASD 15 2. Approval/Certification. On 11/23/16, the Department,pursuant to its authority under the section of Title 5 as specified below, approved or certified the technology used in the above-referenced alternative system,under MassDEP Transmittal Number X250379. [Check one of the following,as applicable:] _Approved for remedial use under 310 CMR 15.284 _Approved for piloting under 310 CMR 15.285 _Provisionally approved under 310 CMR 15.286 Certified for general use under 310 CMR 15.288 A copy of the Department's Approval/Certification is available from the Department in person or on- line at the Department's website: httT):/!ww-w.mass.gov/deP WITNESS the execution hereof under seal this 15�'l day of 20 ,made by the above-named Alternative System Owner(s). '��ac`•:�:.�1�� 1;~ctltlit°ts�l �,a��` C/o ,lacglli !I'1cCoN. 1Dtsle°':�utllc,t•ir��41 �l�;rnt Paid NN, f7!" 1,aillii) 01'6cc ',,hCr aces 31 `tit. JimiCS .\t ellc,C; S114C 740 Boston N-1,1 02116 COMMONWEALTH OF MASSACHUSETTS j t5Glr jcl _,&ss On this day of Q2 bc, , 20 l before me,the undersigned notary public,personally appeared Jacqui McCoy,proved to me through satisfactory evidence of identification, which were to be the person whose name is signed on the preceding or attached Aocumen4, and acknowledged to me that she signed it voluntarily for its stated purpose.. PATRICIAK official.signature and seal of notary) 3752541.2 Ntst4rp F+ubflo_ COMMONWMl.TH OF MIASSACi�18ETTg My Commlealon Ewra. 8opt4mbOf 30, 2022. I IMITABLE REGISTRY OF DEEDS Page 2 of 2 John F: Meade, Register FIMEr The Town of Barnstable °`'ti Department of Public Works 382 Falmouth Road,Hyannis,MA 0260.1 94pBpA TRFNSTABLE, BARNST A BIE MASS. www.town.barnstable.ma.us 163 .z,< 039• 375 0 Mp Daniel W. Santos, P.E. Office: 508.790,6400 Director Fax : 508.790,6343 February 2, 2018 Thomas McKean, Director Town of Barnstable Health Division 200 Main Street Hyannis, MA 02601 RE: Pere-Rite Drip Dispersal Sewage Disposal System Design Second Review 11 & 25 and 30 & 34 Gardiner Lane, Osterville Dear Mr. McKean: At your request, the Department of Public Works has reviewed the revised design plans and response letter submitted by Coastal Engineering on January 26, 2018, for the proposed Perc-Rite Drip Dispersal sewage disposal systems at 11 & 2.5 and 30 & 34 Gardiner Lane in Osterville. All comments in our December 28, 2017 letter appear to have been addressed satisfactorily and the systems appear to have been designed substantially in compliance with accepted engineering practices, the State's Sanitary Code (Title V), DEP's Certification for General Use for the Perc-Rite Drip Dispersal system, and the Massachusetts Pere-Rite Drip Dispersal Design Manual. Sincerely, Paul Graves, P.E. Town Engineer I r\_.,�� ` '� r1 � / ��. `��- .�� Town of Barnstable Inspectional Services t a►[wsraar.e, Public Health Division Thomas McKean,Director j�oMp'1a 200 Main Street,Hyannis,MA 02601 Office: 508-8624644 Fax: 508-790-6304 Installer& Designer Certification Force Date: 6/11/19 Sewage Permit# 2018-022 Assessor's Map\Parce1141\104002&104003 Designer: Sean M.Riley,Coastal Engineering Co.,Inc. Installer: Robert B.Our Co.,Inc. Address: 260 Cranberry Highway Address: 24 Great Western Road,P.O.Box 1539 - Orleans MA 02653 Harwich,MA 02645 On 2/2/18 Robert B.Our Co.,Inc. was issued a permit to install a (date) nstaller) septic system a 1erly I I &25 Gardiner Lane)based on a design drawn by (address) Coastal Engineering Co.,Inc. dated 10/17/17 (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. �ZH OF M x I ce ' t t the system referenced above was construc with the to rms of e ppr al letters(if applicable) SEAN RILEY 4 CIVIL N No. 46715 (Install(r gnature) P°' 01 S TER�O�� Q �SSIONAL E��\ (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. WoAdeptAHEALTMSEWER connecASEPTICOesigner Certification Form Rev&14-13.000 I � Town of Barnstable Barnstable �� r kzjftd Board of Health AFAmerica0y 9`"M`�`erg 200 Main Street, Hyannis MA 02601 �m 161q `0 2007 Office: 508-8624644 Paul Canniff,D.M.D. FAX: 508-790-6304 Junichi Sawayanagi Donald Guadagnoli,M.D. December 4, 2017 Ms. Sarah A. Turano-Flores Nutter, McClennen and Fish LLP 1471 lyannough Road P.O. Box 1630 Hyannis, MA 02601 RE: 11 and 25 Gardiner Lane, Osterville; 30 and 34 Gardiner Lane, Osterville, Ten Parcels_Reconfigured Into .Seven (7) Parcels Totaling 21 33:Acres; 3,901 Gallons Per Dray Assessor's'Map/Parcels 141 105 141 1y04 004 141 123-001 140-163, 141-104 002; 141 104 002 141 104 003, 141-1.04-005 14.1.=104 001"141 105-001 (Merging 141-104-002 with 141-104-003 merging parcel 123-002 with 141-104-005) Dear Ms. Turano-Flores, During the public meeting of the Board of Health held on November 28, 2017, the Board voted to order the owner, Assembly Required LLC, to provide and utilize on-site innovative/alternative systems at 11 and 25 Gardiner Lane and at 30 and 34 Gardiner Lane Osterville, in conformance with Section 360-38 of the Town of Barnstable Code. During the hearing, the designing engineer agreed to design and install pressure distributed subsurface wastewater drip dispersal systems at these properties. The pressure distributed drip subsurface wastewater drip dispersal systems shall be designed and installed with the following conditions: (1) The designer and installer shall strictly adhere to Section II and Section III, on pages 2 through 9 of the approval letter for the PERC-RITE Drip Dispersal System issued by the Department of Environmental Protection (DEP) entitled 'Certification for General Use' dated November 23, 2016. (2) The system owner and service contractor shall strictly adhere to Section IV on pages 9 through 12 of the approval letter for the PERC-RITE Drip Dispersal System issued by the Department of Environmental Protection (DEP) entitled 'Certification for General Use' dated November 23, 2016. Q:\WPFILES\RileyGardinerLane0stervillelAApproval.docx (3) The company shall strictly adhere to Section V on pages 12 through 15 of the approval letter for the PERC-RITE Drip Dispersal System issued by the Department of Environmental Protection (DEP) entitled 'Certification for General Use' dated November 23, 2016. (4) The engineered design plans for the proposed innovative/alternative system(s) shall be reviewed by the Town Engineer prior to the issuance of the disposal works construction permits. (5) The engineered design plans for the proposed innovative/alternative system(s) shall be reviewed by a Health Inspector prior to the issuance of the disposal works construction permits. (6) The designing engineer shall supervise the construction of the onsite sewage disposal system and shall certify in writing to the Board of Health that the system was installed in substantial compliance with the approved engineered plans. (7) In future years, as each existing septic system fails at the remaining lots identified (assessor's map and parcel numbers referenced above), the remaining eight dwellings/buildings shall be connected into pressure distributed innovative/alternative systems. Sincerely yours, Paul J. Canniff, D.M.D. Chairman Cc: Sean Riley, P.E. Coastal Engineering Co. 260 Cranberry Highway Orleans,MA 02653 Q:\WPFILES\RileyGardinerLane0stervillelAApproval.docx Ll MessaMusetts Department of Environmental Protection Bureau of Resource Protection GENERAL WELL REPORT ! 7.'n ' Note: GPS coordinates must be in WGS84_datum in degrees. decimal de ree format. 1.WELL LOCATION GPS(Required) North 1- .��JL,L—° West�.�• Address at well Location Cl LA the p Property Owner JItb7EM !,C 11lat-0 LA-(— 00 Subdivision/Property Description ❑ Engineering Firm Cityrrown V I Mailing Address m' Assessors Map Assessors Ljot# City/Town State N' _ Board of Health permit obtained Yes Not Required Permit Number OaL Date Issued 2.WORK pERFORMED S.WELL TYPE 4.DRILLING METHOD 6.ADDITIONAL WELL INFORMATION Overburden , Bedrock I Fracture ❑N Developed Y ❑ L� I� � Enhancement Y S.WELL LOG OVERBURDEN LITHOLOGY Extra Surface Seal Drop in t Loss or y® I Fast o� Disinfected N Type Drill Addition j F(n� To I Code Color ; Comment Stem D Sow Rate of Fluid - Total Well i 0C r Depth to 0 ❑Y ❑F ®.S-- ❑L ❑A Depth "(CJ Bedrock ❑Y QN! ❑ F MS— ❑L ❑A 7.CASING ❑Y D ❑F a-&�L ❑A From To Type LThickness ; Diameter l ❑Y ❑ N ❑F ❑S ❑L ❑A 0i 19 ` ❑Y ❑N ❑F ❑S ❑L El I *E11I ❑Y ❑ N ❑ F ❑S ❑L ❑A 8.SCREEN ❑Y ❑N - ❑F ❑S ❑L ❑A From To Type Slot Size Diameter i ❑Y ❑N - ❑ F ❑S i ❑ L ❑A 4j ii 6 WELL LOG BEDROCK LITHOLOGY ' Extra ®� Drop ' Extra Fast or Loss or I Visible From I To r In Drill I Large Slow Addition Rust 9.WATER-BEARING ZONES I Code Comment Stem Chips Drill of Fluid Staining (ft) (ft) ; Rate From To Yield ) ❑Y❑ N❑Y❑N❑F❑S❑L❑A❑Y❑N 19r r 00 ❑Y❑N❑Y❑ N❑F❑S❑L❑A❑Y❑ ❑Y❑N❑Y❑NI❑F❑S❑L❑A❑Y❑ ❑Y❑ N❑Y❑N❑F❑S❑L❑AI❑Y❑N 10.PERMANENT PUMP(IF AVAILABLE) i ❑Y❑ NI❑Y❑NI❑F❑S❑L❑A❑Y❑N pump ❑❑(—'j Horsepower ' ❑Y❑N❑Y❑NI❑F❑SIC L❑A❑Y❑ Description 11—�-� ❑Y❑ N❑Y❑ NI❑F❑SIC)L❑A❑Y❑N Pump Intake Nominal I❑Y❑N❑Y❑NI❑F❑S❑L❑A❑Y❑N Depth I Pump ft Capacity 11.ANNULAR SEAL/FILTER PACK 12.GEOTHERMAL INFORMATION(Opt;Open Loop ong From To Material 1 Weight I Material 2 Weight. Water(gal) IBatchesl Method of Thermal Thermal Formation Placement Conductivity ( Diffusivity Water n {BTUlhrft•°F) I (W/day) Temperature(`F i n iL 0 DEP UIC S Sample taken from this well❑Y [11, L13.WELL TEST DATA 14.WATER LEVEL C&fr /A AJ Time Pumped pumping Level: Time to Recover Recovery Date Static Flown Date d Yield(GPM) 9 Mrs) (min ;ft BGS) i (Mrs) {min; (ft BGS) Measu d ! Depth BGS(ft) Rate(gpm) a� I Cal L S1 i I&COMMENTS 16.WELL DRILLERS STATEMENT This well was drilled or altered under my direct supervision,according to the applicable rules and regulations,and thi; report is complete and accurate to the best of my k wed e. Driller �V I-D �(/JS Supervising Driller Signature Certification# Company-r L fJ l 1OL-Date Job Complete O Rig Permit# �� a ENVIROTECH LABORATORIES,INC. MA CERT. NO.:M-MA 063 8 Jan Sebastian Drive Unit 12 Sandwich,MA 02563 (508)888-6460 1-800-339-6460 FAX(508)888-6446 Client Name: Jenkins&Son lVell Drilling Location: . Shah Address: PO Box 5 So.Orleans . MA Osterville,MA 02662 Lab Number: DW-183038 Collected By: HJ Date Received: 09/04/18 Sample Type: Irrigation well 3 Well Specs: 45' g - gym Location Source Date=E61k&ted` �°",n Time,Collected 4 a _ .Comments A 09I04118 ��7:30 - '' Analysis Requested Units Recommended Limits Analysis Result IMethod iDateAnalyzediAnalyzed By Total Coliform CF_U/100mL __ 0 0 SM9222B 09/04/2018__ MC y T pH _ pH units — 6.5.8.5 —6.60 SM 45_00-H-B 09/04/2018 _ _^ LL Nitrite-N —� ! mg/L _ - 1.00 <0.006 ' EPA 300.0 09/04/2018 - LL Nitrate-N mg/L 10.0 9.55 EPA 300.0 09/04/2018 LL _ Total Iron mg/L 0.3_ 0.05 EPA 200.7 69/0618 _NEC _ Manganese - mg/L M 0.05�V 0.005 Y /26 EPA 200.7 09/06/2018 i NEC + Calcium_ m_g/L N/A — 15 ^_EP_A 200.7 09/06/2018 NEC Sodium Absorption Ratio _^ --� 5.0 Y2 T Calculation 09/06/2_018 NEC Electrical Conductivity ^Millimhos _ 0.25-0.75 -0.19 - Calculation 09/04/2018 LL TDS Irrigation mg/L �.175-525 120 —_Calculation �09/04/2018— LL Sodium Irrigation m_g/L 1000- 15T EPA 200.7 . -09/06/2018 NEC_ Specific Conductance Irrigation umhos/cm NA 187 EPA 120.1 09/04/2018— _ LL Magnesium _ - mg/L N/A _ y 2.6 _ EPA 200.7 09/06/2018 NEC Comments: Nitrate level should be monitored periodically... Water meets EPA standards and is suitable for drinking for parameters tested. p / j JI _ Date 9/11/2018_ ` Ronald J.Saari 4 I Laboratory Directo BRL=Beloit:Reportable Lindis "See.4itached Page 1 of 1 nCertircation is not available for this analyte for potable water samples.. No. C) Fee Ste` BOARD OF HEALTH . TOWN OF BARNSTABLE 2pplication jf or Yell ongtruction Permit t Application is hereby made for a permit to Construct( Alter( ), or Repair( ) an individual well at: on 12 1 Lit -00,.-� h Location-Address AssessorJ Map and Parcel Own(r) o Address Installer-Driller Address V�`� (L',� Type of Building Dwelling Other-Type of Building tS�S t?"1 l.t..i OKD No. of Persons Type of Well �-�1 ('J (;(���� Capacity Purpose of Well — �� tDQ Agreement: The undersigned agrees to install the afore descr' d individual well in accordance with the provisions of the Town of Barnstable Board of Heal Zate Well Pr ction Regulation-The undersigned further agrees not to place the well in operation until a Certifi to of mplian s been issued by the Board of Health. Signed Date 1 Application Approved B / /Ll Date Application Disapproved for the following reasons: 11 Date Permit No. Issued Date BOARD OF HEALTH TOWN OF BARNSTABLE Certificate of Compliance by IS TO CERTIFY,that the individual well Co111t1 tru ted( ),\\Altered( ), or Repaired( ) e----' .� Y staller at 1 has been installed in accordance with a provisions of the Town of Barnstable Board of Health Private We Ntection. Regulation as described in the application for Well Construction Permit No.�D06 9" p�-1 Dated lk% THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL SYSTEM WILL FUNCTION SATISFACTORILY. Date Inspector No. ;QO I L I Y Fee S \ / - BOARD OF HEALTH TOWN OF BARNSTABLE a7�os 0(ppYicatioln ,for lVell Conotruction Permit Application is hereby made for a permit to Construct( Alter( ), or Repair( ) an individual well at: co 17, Location-Address AssessorA Map and Parcel k Ca v5 ,Y1nn u,� O � -c 12�0 l,l C� C .IJ►J S �7b I l.l v►J� Owner Address Installer-Driller Address l Type of Building Dwelling % Other-T e of Buildin \ yp PP g ��J��S QQ U ( No. of Persons Type of Well LIA 1, PV (A)e -L, Capacity i Purpose of Well. i Agreement: The undersigned agrees to install the afore described individual well in accordance with the provisions of the Town of Barnstable Board of Health-Private Well Protection Regulation-The undersigned further agrees not to place the well in operation until a Certificate of Compliance hats been issued by the Board of Health. \ Signed - _ 7 Date Application Approved By\.,_ Date Application Disapproved for the following reasons: Date Permit No. "C�"� 1 Issued l 3 Date I'. BOARD OF HEALTH TOWN OF BARNSTABLE Certificate of Compliance \ THIS IS TO CERTIFY,that the individual well Constructed( ), Altered( ), or Repaired( by /Installer at l has been installed in accordance with the provisions of the Town of Barnstable Board of Health Private Wet Protection Regulation as described in the application for Well Construction Permit No.WDGt 9" C a- \ Dated 5411`i lib THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL SYSTEM WILL FUNCTION SATISFACTORILY. Date Inspector BOARD OF HEALTH TOWN OF BARNSTABLE Yell Cow6truction Permit No.ls.) C 1 (; ' Fee Permission is hereby granted to Installer ri to Construct(pk Alter( ), or Repair( an individual well at: . y� t Street ` as shown on the application for a Well Construction Permit No. 1�...._r c�- �.,.,.-..Dated Date J Approved By _LL GENERAL CDNiRAClOF: m/ TIN— COASTAL yr� 1 ANDSCAPF ARCMlEG! ': \�.; °�{xetwm) v�•�n ca'. CIA ENGINEER' KEY MAP REFERENCES �e•,i�f` �•\��� �.. ,\ \\ � 4 MOEN %ffa w .gin �"� �h•�',tart}� � � } \l�j�\�" .�\ ,,�,� \ ®� I •O i:r a ® •'j 1/:. . tv Ar rl n ..w m nnw -�� - --- -------------- .a..n m.. - - O I PARR POND Q ..1 \ n w PROPOSED rnDw U) a 3 Z�t EX157ING SEP71C SYSTEM NOTES• �.�. PLAN ,!,,':II _�.J•. IRRIGARON WELL NOTES ---------- DRAINAGE NOTE., ARCHITECT NOTE., ..a,a,,. m` • °a^•• 3 INIERCONNE SYSTEM 7 AUDI0M9IAL nm ew,�.w.�m>...�m.a. °mm'°"`°m""m n"°� SCOPE OF DEMOLITION NOTES " ' "°° �� �II't _ aoo� I,I,. �. w�mw �.�m 6 C23.9 ' O O'I"" '--- °"a DRAINAGE&SEP7TC DETAILS: SITE k LANDSCAPE NOTE °°'a•.mm.:�� °i�.mm�a° e I ��°�emm�° n.°mcom�tc oa®w f IPNGnT(ON\V[LLS - ISSUED FOR IRRIGATION";.. �w,®wwm..,ma..�a.���am,. '"' m'm^���,..w.m, .mw,.•mww.m..�.,w.,b.�.a. '" .°.�.�..m.�w.����M.l �. WELL PERMIT 08-02-2018 _ 8v dr l q S Town of Barnstable Office:508-862-4644 Fax: 508-790-6304 �.� Regulatory Services Department a grAsz.e Public Health Division MASS. Thomas A.McKean,CHO bay` 200 Main Street, Hyannis, MA 02601 Payment Receipt Well Payment received: $45.00 (Check) on 8/6/2018 Permit number: W2018-021 (Check number: 27105 Check amount: $226.25 Name on check: Paul Jenkins&Sons, Inc. PO Box 5, �So.Orleans, MA !Business: Paul Jenkins &Sons Owner: ASSEMBLY REQUIRED LLC !Address: 9 GARDINER LANE, Osterville !Note: Well Permit(1 of 5 within grouping of parcels)+Service Fee $1.25 IVY A-P-ee.VS / I' -Yte f-steels WOVI't C�'lam� ur►4+/ New Parcel Lines o - 5. _ J '_0 141102 r, #14 Gardiner Ln. 141104002 _ o #9 Gardi�er Ln. 141103 #28 Gardiner Ln. 141105 141104001 *tSj East B a Rd. 617 Main St. Y - - 141104005 *► #27. Gardiner Ln, y' e � 141104004 STD #106 East•Bay Rd. - � 141123001 #110 East Bay Rd. 0 130 260 Feet Town of Barnstable P# oFIKE i gyp` Department of Regulatory Services BARN STABLE, : Public Health Division Date a 7 MASS. $ ° 200 Main Street,Hyannis MA 02601 led Time Fee Date Schedu / ) �+ �/ /./ Pd. r , r e • _ Soil Suitability Assessment for Sewa e Disposal �:; , Performed By: �(j�`� � ���i� � �S • Witnessed Y. LOCATION& GENERAL INFORMATION Location Address Owner's Name� 6.1o hl i—6 ii S414H G'/f v K V C— ,3 V 3 n.T. z.R A ®�5-rr_tL V I LL—c— Address C 14ThL,;ot Pi-" M A• . Assessor's Map/Parce-?: )iq J 1 j 0 Ll _,D 0-"L ` Engineer's Name C014<S TA L NEW CONSTRUCTION REPAIR Telephone# 75e)?J— 2fS a 6,5- Land Use �a L{fir 3j\;��/ Slopes N Surface Stones G Distances from: Open Water Body 10$ ft Possible Wet'Area 3O`1Ci. ft, Drinking Water Well-21W+ ft „ Drainage Way 0 A- ft Property Line �� "� ft Other ft J� SKETCH:(Street name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands in proximity to holes) �.._ -Polla d. Parent material(geologic) Depth to Bedrock .(/® ' T Depth to Groundwater: Standing Water in Hole: Weeping from Rif Face '? Estimated Seasonal High Groundwater DETERM IN TION FOR SEASONAL'HIGH WATER TABLE Method Used. Depth Observed standing in obs.hole: ' - °in. Depth to soil mottles: in. Depth to weeping from side of obs.hole: in. Groundwater Adjustment ft. Index Well# Reading Date: Index Well level Adj.factor Adj.Groundwater Level PERCOLATION TEST irlate i1 !� 1 iime� �1 Observation Hole# Time at 9" Depth of Perc Time at 6" -. C Start Pre-soak Time @ '�0 Time ff,'-F) End Pre-soak Rate Min./Inch Site Suitability Assessment: Site Passed Site Failed: Additional Testing Needed(Y/N) Original: Public Health Division Observation Hole Data To Be Completed on Back----------- ***If percolation test is to be conducted within`1001 of wetland,you must first notify the Barnstable Conservation Division at least one(1)week prior to beginning. Q:\SEPTIC\PERCFORM.DOC DEEP:OBSERVATION HOLE LOG Hole# D-.pth from Soil Horizon Soil Texture Soil Color Soil Other Surface(m.) (USDA) (Munsell) Mottling (Stricture,Stones,Boulders. Consistency.° Gravel DEEP OBSERVATION;I30LE;LOG` Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistent %Gravel DEEP OBSERVATION I30LE LOG` Hole:# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency.%Graven 1 P 0 o \�5 DEEP OBSERVATION HOLE LOG, , Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency.%Gravel) Flood Insurance Rate May: Above 500 year flood boundary No_ Yes Within 500 year boundary No Yes Within 100 year flood boundary No Yes Depth of Naturally Occurring Pervious Material Does at least four feet.of naturally occurring perviottss material exist in all areas observed throughout the area proposed for the soil absorption system. yy �J If not,what is the depth of naturally occurring pervious material? Certification �M� l�q I certify that on \� (date)I have passed the soil evaluator examination approved by the Departmjtraex al P on a the above analysis was performed by me consistent with the reqse nd erie es 'bed in 310 CMR 15.017. Signatu Date a Q:\SEPTIC\PERCFORM.DOC 'e. &wzT .rA I Fu.A e r ex oar u - � . ... t -,_. i---- ..-~.�..___. _ .. [. _ i_�. a •r- . "LLB. ttt .meµ .•- -T , 'f 74110 t ! - 1 ' " __ _. -• Ui •{. .Z I —+ i J , _ mot / �� —r ✓- �'� > -4s t �// \ - 4 b j / .6� .. r i 1 r•-� f \L� i i t x_ I \ �+i— .�+-'-ti L �. IF t .07 ,IS.1 r '.. ` � ' �9.� �� 1 !1 ' * _ _� �"�'� � i Y Fir•/ .T , �_�_ ; f, i . � ills t w' 1 T .a; � _� i �!• t � W' I. . . { 01 -A a OF i ALLYN A. BAKTO WILSON i S"d silo® No.3A,216 ��" ry � •� Y,nsa� o1J t3To•ra���,c Co��+�r �s►u->• DATA t L.A I.J. o tJ U FAM ED Gcz,�ty� P XJITt� GA¢t3A loCoo G PD LOT G/i P-D i N t��2 Lh�1 STEn x?oo'.=13w 6PD S�T1G TANL' l G COMP i�l �iv"6A4.klIkj a'PvG PIP>G L m CUL-rrz c 3oc s�d-sTwG � OTz F1iuj`IAI.E►Ji' 4r�U c.AroN AZEAIL Sr D• -----. i sr Am FW4 V1ts1u — Lfa 441Wy L-PAMBEes 51�wQU- 1it�7 q3,x�x2'3�?� t'oTTo�1 A� = IZ >< P�1✓E 2= NV pE=OL-ATLN alB sat✓ c1.a.� I • � •. � � o a CULTEc- c^„�c �. .- � • 330 0 ° � ��, ire u c tN OF STEPNENA F X ALLYN q. WILSON � � �2., axmn fP 9 No.36216 4�o%-sEG-no►1 O L 9AAApjf:z - — 4fp� ; �• •� Tom•' �µ _ - r =mod- E1- Z3 �r� Ili TZ-7 DING 1w 1 21 d. 'Zl.c. 101DO My S4AD Lr v4 CRAMS KS '�Q S/& mc-D • s7'oiJ E 73ASC— Aic •{v S5Sc10 hJp ' $�Sr' /oYZ'7/4_ C T� D R-C PL1a - _ .zo,' Ez,13 Loe.ATl01-1 0STF7lvJ L t-E- - o GllbT - . . g 11 � 10 .zy•96, P 7� ate: 9.lQ-qtie, czGFazr-- z-4,a g -L 2 25g8 �� wmA T AuN1= A1S� Jam- S DF . Ta'1s v vjJ j of MAY, (4-1 P �-- I o4-aoZ c�$�G{L �V IZIiN W l T1-L t N A- S3 121�STD -F.A►-tv l S W r. N aA�L-. >i N tr 1 6 S •��aL FLVCV K� LgV 5LVV Cr4 2S l�a� ���`� ,"- o5'f�eVIL.LL'i MdSS• 4 Ccr 98 P�IJ 22q 48 �ca.oe5) 41Ia � > �,, ►LD11 X ► - >3>i QppUlG4N'i':�Gf3e2Y' �. MAC - rAl tyst� �v sS-rx�u�N p>�c a-ry LrIJL - TOWN OF BARNSTABLE . LOCATION V'AOR i kEk Lal SEWAGE # VILLAG }traif I Its _''11 ASSESSOR'S MAP &LOT L4 Teed"Citz INSTALLER'S NAME&PHONE NO. �o tf 'AA 6 SEPTIC TANK,CAPACITYA300 —4\00 LEACHING FACILITY: (type) +at-C 33o, (size) 1 k Q NO.OF BEDROOMS G BUILDER OR OWNER C4r4A Jam. 1'r305 PERMTTDATE: �� `� COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table and Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility (If any wells exist on site or within 200 feet of leaching facility) Feet -'''sedge of Wetland and Leaching Facility(If any wetlands exist .. within 300 feet of leaching facility') Feet Furnished by 3 . �4J' No. Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE., MASSACHUSETTS Yicatton for dig ogal gtem Congtruction Permit Application for a Permit to Construct O�)Repair( )Upgrade( )Abandon( ) KComplete System ❑Individual Components Location Address or Lot No. L vT =j Owner's Name,Address and Tel.No. f f Ca!Vzr� �J E� (-b, D5 T 2illl -04 �,715WZT- 0. AAA" 'F5sTb4 a Assessor'sMap/Parcel ii LA- SA4Z)Wiai/ ^A AP PGL- 104-adZ (SbYv A-Zb— -�5-703 Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. 144*t$rM6 Aft 0Iz AA A r w 5'r o rc MA �z fv SS Type of Building: Dwelling No.of Bedrooms( Lot Size �,'�r sq.ft. Garbage Grinder(X) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow 660 gallons per day. Calculated daily flow 614�0 Xd gallons. Plan Date to • 25 • cit, Number of sheets `L Revision Date qe, e� Title Z' - c...a.tJ W Q Lr.?--- - Lol- G R- /3t�- 507 Z-2 Y 1 ILI Size of Septic Tank 'Z.VrV SAL 40mP• Type of S.A.S. Lt�rliuG e,10omeGr_i -114 Ft F2)119i91 Description of Soil AA t>»m— 4c, q a 6 S a IJt> Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions jby Title 5 of the Environmental Code and not to place the system in operation until a Certifi- cate of Compliance has been issue this B f Health. �� Signed C/` Date 1 Z� Application Approved Date Application Disapproved for the following reasons Permit No. Date Issued r - TOWN OF BARNSTABLE LOCATION Giq jal�Ck La) SEWAGE# 9? /A0 VILLAGE 0Q��'crg-U �r ASSESSOR'S MAP&LOT I I o,4.JU , INSTALLER'S NAME&PHONE NO. ~�o tf 0 14A SEPTIC TANK CAPACITY ODo LEACHING FACII.ITY: (type) I Q Co 1+Orr- 3A4> (size) ( X 'lam NO OF;BEDROOMS Co BUILDER OR OWNER C AQ A'h i tJ 0 S . PERMUDATE: 9 '9 S COMPLIANCE DATE: Separation Distance Between the: . LL Maximum Adjusted Groundwater Table and Bottom of Leaching Facility Feet Private.Water Supply Well and Leaching Facility (If.any wells exist on site or within 200 feet of leaching facility) Feet Hdge..of'Wetland and Leaching Facility(If any wetlands"exist within 300 feet of leaching facility) Feet Furnished by 3 )84 A 77 , r r :,No. ,i /�i ���y Fee THE COMMONWEALTH OF MASSACHUSETTS 2 Entered 0 computer: Yes PUBLIC HEALTH-DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Application for Mizpozal *pztem Construction Permit Application for a Permit to ConstrIffet( )Repair( )Upgrade( )Abandon( ) .Complete System ❑lndividual Components . Location Address or Lot No. /.,L OT z5 Owner's Name,Address and Tel.No. ! �� lnlEll- �Q . i (��}T�e11��-�` �4'• �'5WZT" • AAA 'I 'P5&Ts4 FAI'tzLL.A. Assessor's Map/Parce k cxl/ylj 11 S�Dfn w I GIL LA SA IJ D w I a b/ AAAP lal Pict. lo4-ooZ (Svv tuzo- 3`103 Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. JOfhl Ai�t i D 13aXt�-,2 e. KIY67 I,rc 1317- ,tn A 1 N 5'r oSTsrta/�u-8 MA • ozks5 Type of Building: Dwelling No.of Bedrooms ( Lot Size -4Q,31 _,Sq. ft. Garbage Grinder(X) s -"-' Other Type of Building No.of Persons +� '` Showers( ) Cafeteria( ), Other Fixtures Design Flow 6?k 5 gallons per day. Calculated daily flow gallons. Plan Date 10 • V5 - qL Number of sheets .�' Z Revision Date Title CE e �,a�J ' Iu D�,rs�/1 ='� 107 5 FZ•'�tC. 5d7 Z•2, I' Size of Septic Tank `2IoG6 6AL °GaAAP- Type of S.A.S. L tj 4aj Q/, 4t1AM PAS-lW FIE�o lZ I�1 QA8 -Description of Soil AA I>10w. Nature`of Repairs,or Alt rations(Answer when applicable) _._. Date last inspected: Agreement: The undersigned agrees to ensure the consttuction;an`•d maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of cons, Env onmental Code and not to place the system in operation until a Certifi- cate of Compliance has been issued y this Boor of Health. L Signed I, 1 1 ' �/' Date i law %9 1 Application Approved b V T r Date00, ' Application Disapproved for the following reasons rOQr Permit No. Date Issued THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS (Certificate of (Compliance THIS IS TO CERTIFY, that the On-site Sewage Disposal System Constructed("4)Repaired ( )Upgraded( ) Abandoned( b at Lar 5 1 &Aan Q&t LA- T®'Lvl� has been constructed in accordance, with the provisio s of Title 5 and the for Disposal System Construction Permit No. ` dated -� Installer 'Y Designer The issuance of this permit shall not be construed as a guarantee that the syste ill function as designed. Date Inspector No. P ® Fee *u ) THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE, MASSACHUSETTS lwiopogal *pgtem Conotruction Permit Permission is hereby granted to Cyonstruct()�)Repair( )Upgrade( )Abandon( ) System located at &-A arA Q&y?- LA 04rLr'LVI U_L and as described in the above Application for Disposal System Construction Permit.The applicant recognizes his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided:Construction must be completed within three years of the date of this permit. Date: 3 Approved by j, V �1 oW I3 To'ra L.ZmA.t Goowr � � L.A tii: o I.1 B�. u�' FAMILY{ ®ate E �' vl� XJIT ;Aa!3ALQ l.Q1�b�- LOT G,4>z DI N 1,/� �, S,r�>z PL.Ow = X It Sty G TAN ! x Soo 132v G k1 N.1 CoMP a'Pvc PiPG 1�5E l'L CULZ6G �430e-kAm�F3S��-snt1G . C orz Er0014a��h— pox , 4PPU GATI014 AZEA �• ------?�-2 (duo Bea SF+s ar.=1332GP� AM � 51b tit ,1ppUG1�T1vN PLAN V1�1u _ LAG�It GI�AM8Ee5. 5«wau_ 1A� g3.x�x2'3"IF t'aTTOM AZEZ4 .TOIL.AXA pt�LoL1&710x11� L��uI��INci1 -s-AL Cir o , a CULTC-G •` J �� Of y �440. STEPHENALLYN WILSO-N EAXTER fP 9 No.3®216 ' (2055-SEG'j'10►1 D F: AAA?-) Vo 240t8 eta EL- Z3 1,•K �^ zz 7/, LsN-�l iu1 ��z 7.1 7a.c. 'Zcvp g LoA•v,y S4�JD CKAMBU i; �I , ` MC D sroNE •5/f C /ors'/� 1GD FLOT P�A�1 a,/3 1nG�.T I1 OSVI Liz _ o cUaT 11 I p ,25 9� P �371;0 Xr.: 9,IR.q ScAtr'✓ l - "d o ,• I- z� PZr- ' ' IZ�v. 2 4'q g Ce=FY" TEAT 114 E bLO t--u t N C� 5 t INN 2 25oi8 4+a c�wtPcyS wt� -t-� • ��,LaN� FL �� 5d1 �6 • 2 'ZTBAZ V- QM V IZ6MGWT �3fa121.E5T��3►- l5 }br L.GYIATvD NyM 1t tG 4 L FLs�D K� '�N�. LI�lD SL7zvvcv4 • G'11 c►tii 6�-S T 2S lqq( coot- (�� oSt>QeVi� `�• o�FSe�-�s � nv►c al r tr s ICPO x NOT' >3 6. APPLj G4NT:F013MT- 56 =narcp�ry l.r�Jes. �1 No. Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer. PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes ftphration for Misposal 6pstera Construction permit Application for a Permit to Construct( ) Repair( ) Upgrade( ) Abandon ) ❑Complete System ❑Individual Components Localin d Lot No. A Owner's Name,Address,and Tel.No. Assess rAd s a0 cel C �QI1C �QMi har\, Installer's Name,Address,and Tel.No. Designer's Name,Address,and Tel.No. Type of Building: Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) gpd Design flow provided gpd Plan Date Number of sheets Revision Date Title Size of Septic Tank' Type of S.A.S. Description of Soil Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of Compliance has been issued by this Board of i ed Date Application Approved by Date Application Disapproved by Date for the following reasons Permit No. Date Issued r0 e t ?43, "r _„aM N ... ?' Fee t ` f„. Entered in computer: THE COMMONWEALTH OF MASSACHUSETTS a p 4 tL` PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTSYes . application for Misposal 6pstrm Construction Permit ..., v Application for a Permit to Construct( ) Repair( ) Upgrade( ) Abandon ❑Complete'System ❑Individual Components t; Locatfo Addr o Lot No. Owner's Name,Address,and Tel.No. Ass� �� /I C rc���a t- �n • y sdr s Ma'p/P rcel Oi OJ ( Ii��lgjA /a v)cy 1AA, l e,\ P1 lard,a( to. lA 1"$ci 55C c Installer's Name,Address,and Tel.No. `Designer's Name,Address,and Tel.No. f { 14 -Type- v Uof Building: - ' - Dwelling No.of Bedrooms Lot Size sq.ft. 'Garbage Grinder Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) gpd Design flow provided• r. gpd Plan Date Number of sheets Revision Date.- Title Size of Septic Tank Type of S.A.S. Description of Soil i. A_ Nature of Repairs or Alterations(Answer when applicable) I Date last inspected: F h 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 ea Certificate of Compliance has been issued by this Boarrd of,4edt4. X _ <~• t ted Date _ Apphcat�onApprovedtiy_ _ '� ;;��;`� e,, i -..rae�....<a'��,w_��-',rW�^+:+t,.-w•••'�«^w-^,�a...:r=�.,.r ..�,, .:_...r. ,�, - t..r_ .. ._,—- T� ,..�..,,, -e. Application Disapproved by / - Date t 1 for the following reasons ', `. n Permit No. / —IL Date Issued _-- -- _---- ----'----- ;� THE COMMONWEALTH OF MASSACHUSETTS ' BARNSTABLE,MASSACHUSETTS (Certificate of Compliance T7( by S TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired( ) Upgraded Abandoned at (� t t ri s- 1. . has been corcteaccl' ewith the provisions of Title 5 and the for Disposal System Construction Permit No "" dd' Installer Designer ! #bedrooms Approved design flow Ali gpd The issuance of this permit shall not be construed as a guarantee that the system will fiinction as�designeti. Date 1 ! t Inspector ° " . . No. -- - _- ------------ - - ------= ------- ---------------------- -- - Fee -- -- - - - ___ L✓� THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS )Pima Misposal 6pstem Construction Permit Permission is hereby granted to Construct PApaiir( ') U grade•( ) Abando ) 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. i Provided:Co ctio st e c/� pleted within three years of the date of this permit. Date ," Approved b i�tlw y PP Y i l . �, Town of Barnstable P# �FIME T Department of Regulatory Services • BARNSTABLE. Public Health Division Date 9 MASS. 163q. 200 Main Street,Hyannis MA 02601- ATFO MAt A0 ^ Date Scheduled Time Fee Pd. / °� i m,g Soil Suitability Assessment for Se e Disposal ' "' Performed By. .' 6A 1J °`S' Witnessed By: V✓ < - LOCATION.a. GENERAL INFORMATION i Location Address Owner's Name ��(]�Q, ��1.> 1:�Nf�t� Address 13 g7j 2 C�-zzSN GrD�.TavM�'t�rM• r Assessor's Map/Parcel: b 0 Engineer's Name GD NEW CONSTRUCTION REPAIR Telephone# �j Land Use Slopes(%) y '3 Surface Stones 6�� Distances from: Open Water Body Possible Wet Area S d} ft Drinking Water Well- ft Drainage Way I Q U 4- ft Property Line Other ft SKETCH:(Street name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands in proximity to holes) M li t N 5�t- VN 42, j17 l_ ► Qo # d 1 . i a 1 e w,l a a Parent material(geologic) �✓1 -6(� P L ��In)A� 'Depth to Bedrock Depth to Groundwater: Standing Water in Hole: Q Weeping from Pit Face f,10 Estimated Seasonal High Groundwater Eau,' b DUERMINATION-FOR SEASONAL,HIGH WATER TABLE-- MetnodUsed: 1rj a _, F Depth Observed.standing in obs.hole: U1<r in. Depth to soil mottles. ryY l — in. } Depth to weeping from side of obs.hole: ol.l e in. Groundwater Adjustment Z < 0 ft. Index Well# \ -L Reading Date: Index Well level_� Adj.factor p, Adj.Groundwater Level�)�\/.., ^� '.- PERCOLATIOEST vate Trme <- Observation Hole# Time at 9" G $$-114s h4 Depth of Perc -7 7. Time at 6" �1 4 Start Pre-soak Time 0 d 0 e W p @ Q ' y 0 ; �J f Time(9"-6') End Pre-soak Rate Min./Inch z � ' Site Suitability Assessment Site Passed Site Failed: Additional Testing Needed(Y/N). ; Original: Public Health Division Observation Hole Data To Be Completed on Back------7 - ***If percolation test is to be conducted within 100' of wetland,you must first notify the Barnstable Conservation Division at least one(1)week prior to beginning. Q:\SEPTIC\PERCFORM.DOC DEEP OBSERVATION HOLE LOG . Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistent %Gravel DEEP OBSERVATION HOLE LOG Hole'# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency,%Gravel) -3 a Loa F",y> z ac�`t a Ioy0-�-13 — S��.o DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency,%Gravel) LoWA 5,40 16 C-''� S�rs� Lao S C' DEEP OBSERVATION HOLE LOG „ Hole Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency,%Gravel) 3o - �50 c SA> o 101R-ld h4G j wjt�\ L-005 4 Flood Insurance Rate Map: Above 500 year flood boundary No_' Yes Within 500 year boundary No ^ Yes Within 100 year flood boundary No X Yes ' Depth of Naturally Occurring Pervious Material Does at least four feet of naturally occurring pervious material exist in all areas observed throughout the area proposed for the soil absorption system? If not,what is the depth of naturally occurring pervious material? Certification �I I certify that on �1�;` ! (date)I have pa he soil evaluator examination approved,by the Department of nvironnienptProtecti that the ab a analysis was performed by me consistent with the required trai g,expe ise d ex erience .escribed,in 10 CMR 11,011, Signature t� \ Date Q:\SEPTIC\PERCFORM.boc y R , �-\ COMMONWEALTH OF NLaSS ACHUSETTS EX'ECUTIVE OFFICE OF ENVIRONMENT_ AFPATRq DEPARTMENT OF ENVIRONMENTAL RO�� C?I°�� �` t _ MAR 12 2004 t • off~ S`a`` .. `� .. �'�.s. TOWN OF BARNSTABLE HEALTH DEPT. TITLE 5 OFFICIAL INSPECTION FORM ' NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM.FORM . . PART A CERTIFICATION w � Property Address: js�bAJH W, 91 Owner's Name: - ---�. Owner's Addre /iRC�� i OC} ( 2 - -• Date of,Inspection: �f ��jf �( Lod' S- - Name of Inspector: (please print), J. rho V-A Company Name: Mailing Address: Telephone Number: `7 t CERT:FICATION STATEMENT. f_ I certify that I have personally inspected the'sewage disposal system at this address and that the'information reported below is true, accurate and complete as of the time of the inspection. The inspection was performed based on my training and experience in the proper function and maintenance of on site sewage disposal systems. I am a DEP approved system inspector pursuant to Section 15.340 of Title 5(310 CMR 15.000). The system: ___ZPasses Conditionally Passes Needs Further Evaluation by the Local Approving Authority f Fails Inspector's Signature:. Date: A0`d The system inspector shall submit a copy of this inspection report to the Approving Authority(Board of Health or DEP)within 30 days of completing this inspection. If the system is a shared system or has a design flow of 10,000 gpd or greater,the inspector and the system owner shall submit the report to the appropriate regional office of the DEB.The original should be sent to the system owner and copies sent to the buyer, if applicable, and the approving authority. k Notes and Comments dt tle_7( ._l ****This report only.describes conditions at the time of inspection and under the conditions of use at that time. This inspection does not address how the system will perform in the future under the same or different conditions of use. Title 5 Inspection Form 6/15/2000 page I ,r Page 2 of I 1 OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM . PART A CERTIFICATION (continued) J4Property Address: Owner: AP40 4�tlo/ Date of Pecti n: Inspection.Summary: Check A,B C D or E/ALWAYS complete all of Section D. Y � , P A. System Passes: I have not found any information which indicates that any of the failure criteria described in 310 CMR 15. 03 or in 310 CMR 15.304 exist.Any failure criteria not evaluated are indicated below. Comments: B.' System Conditionally Passes:. One or more system components as described in the"Conditional Pass"section need to be replaced or repaired. The system, upon completion of the replacement or repair, as approved by the Board of Health,will pass. Answer yes,no or not determined(Y,N,ND)in the for the following statements. If"not.determined"please explain. The septic tank is metal and over 20 years old* or the septic tank(whether metal or not) is structurally unsound; exhibits substantial infiltration or exfiltration or tank failure is imminent. System will pass inspection if the existing tank is replaced with a complying septic tank as approved by the Board of Health. *A metal septic tank will pass inspection if it is structurally sound,not leaking and if a Certificate of Compliance indicating that the tank is less than 20 years old is available. ND explain: Observation of sewage backup"or break out or high stafic waferlevel'in the distr'iliu�fion boz due'to broken or obstructed pipe(s)or due.to a broken,settled or uneven distribution box. System will pass inspection if(with approval of Board of Health): broken pipe(s)are replaced obstruction is removed distribution box is leveled or replaced ND explain: The system required pumping more.than'4 times a year due to broken or obstructed pipe(s).The system will pass inspection if(with approval of the Board of Health):. broken pipe(s)are replaced obstruction is removed ND explain: 2 f f Page 3 of 1'1 OFFICIAL INSPECTION FORM - 140T FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A f' 'CERTIFICATI6i�(continued) Property Address f Owner: Date of spection: C. Further Evaluation is Required by the Board of Health: Conditions exist which require further evaluation by the Board of Health in order to determine if the system is failing to protect public health, safety or the environment. , 1. System will pass unless Board of Health determines in accordance with 310 CMR 15.303(1)(b)that the system is not functioning in a manner which will protect public health,safety and the environment: Cesspool or privy is within 50 feet of a surface water Cesspool or privy is within 50 feet of a bordering vegetated wetland or a salt marsh 2. System will fail unless the Board of Health (and Public Water Supplier, if any)determines that the system is functioning in a manner that protects the public health,safety and environment: _ The system has a septic tank and soil absorption system'(SAS)and the SAS is within 100 feet of.a. surface water supply or tributary to a surface water supply. _ The system has a septic tank and SAS and the SAS is within a Zone I 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.i.f the well'water analysis, performed at a DEP certified laboratory,for colifo'rm bacteria and volatile organic compounds indicates that the well is free from pollution from that facility and the presence of ammonia nitrogen and nitrate nitrogen is equal to or less than 5 ppm,provided that no other failure criteria are triggered. A-copy of the analysis must be attached to this form. 3. Other: 3 Page 4 of 11 OFFICIAL.INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION(continued) Property Address: .L] Owner: (:)(7yQALAv_LA'_Le,V"'/�7vo Date of pection: v D. System Failure Criteria applicable to all systems: You.must indicate"yes"or"no"to each of the-following for all inspections: Yes N Backup of sewage into facility or system component due to overloaded or clogged SAS or cesspool" Discharge or ponding of effluent to the surface of the ground or surface waters due to an overloaded or clogged SAS or cesspool Static liquid level in the distribution.box above outlet invert due to an overloaded or clogged SAS or / cesspool Liquid depth in cesspool is less than 6"below invert or available volume is less than %day flow V Required pumping more than 4 times in the last year NOT due to clogged or obstructed pipe(s).Number of times.pumped Any portion of the SAS,cesspool or privy is below high ground water elevation. Any portion of cesspool or privy is within 100 feet of a surface water supply or tributary to a surface water supply. Any portion of a cesspool or privy-is within a Zone 1 of a public well'. Any portion of a cesspool or privy is within 50 feet of a private water supply well. Any portion of a cesspool or privy is less than 100 feet but-greater than 50 feet from a private water supply well with no acceptable water quality analysis. [This system passes if the well water analysis, performed at a DEP certified laboratory, for coliform bacteria and volatile organic compounds indicates that the well is free from pollution from that facility and the presence of ammonia nitrogen and nitrate nitrogen.is equal to or less than 5 ppm, provided that no other failure criteria are triggered. A copy of the analysis must be attached to this form.] �V (Yes/No)The system fails. I have determined that one or more of the above failure criteria exist as described in 310 CMR 15.303,therefore the system fails. The system owner should contact the Board of Health to determine what will be necessary to correct the failure. E. Large Systems: To be considered a large'system the system must serve a facility with a design flow of 10,000 gpd to 15,000 gpd• You must indicate either"yes"or"no"to each of the following: (The following criteria apply to large systems in addition to the criteria above) yes no _ the system is within 400 feet of a surface.drinking water supply _ the system is within 200 feet of a tributary to a surface drinking water supply the system is located in a nitrogen sensitive area(Interim.Wellhead Protection Area—I WPA)or a mapped Zone I1 of a public water supply well If you have answered"yes"to any question in Section.E the system is considered a significant threat,or answered "yes in Section D above the large system has failed.The owner or operator of any large system considered a significant threat under Section E or failed under Section D shall upgrade the system in accordance with 310 CMR 15.304.The system owner should contact the appropriate regional office of the Department. '4 Page 5 of 1 I OFFICIAL INSPECTION FORM.—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE'SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART B CHECI{LIST r � r Property Address: • Owner: Date of pection: Q Check if the following have been done.You must indicate"yes"or"no"as to each of the following: Yes1 , ,d,...,... .: .. : . __ , -- _ .1,, . • , ...°.� . -Plumping.informatiori was provided by the owner,occupant,or Board of Health — vol-Were.any of the system components pumped out in the previous two weeks? Has the system received normal flows in the previous two week period ? Have large.volumes of water been introduced to the system recently or as part of this inspection? Were as built plans of the system obtained and examined?(If they were not available note as N/A) Was the facility.or dwelling inspected for signs of sewage back up,?;,...,. Was the site inspected for signs of break out Were all system components, excluding the,SAS, located on site V Were the septic tank manholes uncovered,opened, and the interior of the tank inspected for the condition of the baffles or tees,material of construction, dimensions, depth of liquid, depth of sludge and depth of scum? Was.the facility owner(and occupants if different from owner)provided with information on the proper maintenance of subsurface sewage disposal systems The size and location of the Soil Absorption System (SAS)on the site has been determined based on: Yes no 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(3)(b)] 5 Page 6 of l 1 OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTI.ON.I+ORm PART C SYSTEM INFORMATION Property Address: Q Owner: leo Date of. pection: FLOW C NDITIONS RESIDENTIAL Number of bedrooms(design):L Number of bedrooms(actual): DESIGN flow based on 310 CMR 15.203 (for example: 11.0 gpd x#of bedrooms): Number of current residents: Does residence have a garbage-grind (yes r'no):�d z . Is laundry on a separate sewage system (yes or no)/J.[if yes separate inspection required] Laundry system inspecte ( es or no)� y- Seasonal use: (yes or no Water meter readings, if ailable(last 2 years usage (gpd)):©2-3ff 1� Sump pump(yes or no., Last date of occupancy: � y' COMMERCIAL/INDUSTRIAL Type of establishment: Design flow(based on 310 CMR.15.203). gpd Basis of design.flow(seats/persons/sgft,etc.): Grease trap present(yes or no):— Industrial waste holding tank present(yes or no):_ Non-sanitary waste discharged to the Title 5 system(yes or no): Water meter readings, if available: Last date of occupancy/use: OTHER(describe): GENERAL INFORMATION Pumping Records - Source of information: Was system pumped a part o the inspe •on(yes or n If yes,volume gpmped: gallons.::-;How was quanvitypurnped determined?- = -- Reason for.pumping: TYP OF SYSTEM eptic tank, distribution box,soil absorption system _Single cesspool _Overflow cesspool _Privy _Shared system(yes or no)(if yes, attach previous inspection records, if any) _Innovative/Alternative technology.Attach a copy of the current operation and maintenance contract(to be obtained from system owner) Tight tank _Attach a copy'of the DEP,approval —Other(describe): roximate age of all co .p nents date installed (if n)and source of information: S Were sewage odors detected when arriving at the site(yes or no 6 Page 7 of I 1 OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM v.PART C SYSTEM INFORMATION(continued) Property Address: h All ALP I A ix-le— Owner: Date of pection: Y BUILDING SEWER(locate on site plan)/6 Depth below grade: Materials of construction:_cast iron _40 PVC__other;explain), Distance from private water supply well or suction line: Comments.(on condition of joints, venting, evidence of leakage, etc.): SEPTIC TANK: (locate on site plan) Depth below grade: Material of construction: concrete_metal fiberglass_polyethylene —other(explain) If tank is metal list age:_ Is age confirmed by a Certificate of Comp!iancei(yes.or no):.=:(attach a copy of certificate) - Dimensions: Sludge depth: I y n - Distance from top of sludge to bottom of outlet tee or baffle: /� ,• Scum thickness: �-- Distance from top of scum to top of outlet tee or baffle: -� Distance from bottom of scum to bottom of outlet tee or baffle: How were dimensions determined: Comments (on pumping recommendations, inlet and outlet tee or baffle condition, structural integrity, liquid levels ass,related to outlet invert, evide ce of leakage, etc.): GREASE TRAP/&(1ocate on site plan) Depth below grade:_ Material of construction:_concrete_metal_fiberglass_polyethylene_other (explain): Dimensions: Scum thickness: Distance from top of scum to top of outlet tee or baffle: Distance from bottom of scum to bottom of outlet tee or baffle: Date of last pumping: rf Comments(on pumping recommendations, inlet and outlet tee or baffle condition, structural integrity, liquid levels as related to outlet invert, evidence of leakage, etc.): , 7 Page 8 of I 1 OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORM.kTION.(continued) 9 � nProperty Address: e Owne Date of spection: TIGHT or HOLDING TANK./'(tank must be pumped at time of inspection)(locate on site plan) Depth below grade: Material of construction: concrete metal fiberglass_polyethylene other(explain): Dimensions:. Capacity: gallons Design Flow: gallons/day Alarm present(yes or no): Alarm level: Alarm in working order(yes or no): Date of last pumping: Comments (condition of alarm and float switches,.etc.): DISTRIBUTION BOX:V(if present must be opened)(locate on site plan) Depth of liquid level above outlet invert: Comments(note if box is level and distribution to outlets equal, any evidence of solids carryover, any evidence of leaka;e into or out of box, etc.): PUMP CHAMBERa `-`locate on site plan) Pumps in working order(yes or no): Alarms in working order(yes or no): Comments(note condition of pump chamber,condition of pumps and appurtenances, etc.): ' 8 r . Page 9 of 11 OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE.DISPOSAL SYSTEM INSPECTION FORM i , PART C SYSTEM'INFORMATION (continued) Property Address: 12,9A 4 Owner: Date of pection: SOIL ABSORPTION SYSTEM (SAS): (locate on site plan,excavation not required) If SAS not located explain why: Type leaching pits; number:_ ::2eaching chambers; number: 1eaching galleries, number: leaching trenches,number, length: leaching fields, number, dimensions: overflow cesspool; number: innovative/alternative system Type/name of technology: Comments(note condition of soil, signs of hydraulic failure, level of ponding, damp soil, condition of vegetation. etc. °k 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 laver: Depth of scum layer: Dimensions of cesspool: Materials of construction: Indication of groundwater inflow(yes or no):, Comments(note condition of soil, signs of hydraulic failure, level of ponding,condition of vegetation, etc.): PRIVY (locate on site plan) Materials of construction: Dimensions: Depth of solids: Comments(note condition of soil, signs of hydraulic failure, level of ponding,condition of vegetation, etc.): 9 4 Page 10 of 1 l OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM ° PART C SYSTEM INFORMATION•(continued) Property Address: Owner. Dateofj gsection: SKETCH OF SEWAGE DISPOSAL.SYSTEM Provide a sketch of the sewage disposal system including ties to at least two permanent reference landmarks or benchmarks. Locate all wells within 100 feet. Locate where public water supply enters the building. a w. %X ,v 10 Page I I of I i OFFICIAL INSPECTION FORM=NOT.FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART,C SYSTEM INFORMATION (continued) Property Address: dJ_, Owner: Date of Inspection: 0 .14./0 SITE EXAM Slope Surface water Check cellar Shallow wells Estimated depth to ground water 1_ 7 feet Please indicate(check)all methods used to determine the high -round water elevation: Obtained from system design plans on record-If checked, date of design plan reviewed: Observed site (abutting property/observation hole within 150 feet of SAS) Checked with local Board of Health-explain: Checked with local excavators; installers-(attach documentation) Accessed USGS database:-explain: You must describe how you established the high ground water elevation: IZ 1 1 ' 11 Permit Number: Date: Completed by: � HIGH GROUND-WATER LEVEL COMPUTATION Site Location: �! }" /f�J/� �d�. /�� /U/ � Lot No. Owner: Address: Contractor: / O �D _Address: �s l/57j7V /:. Notes: ��`�� STEP 1 Measure depth to water table tonearest 1/10 ft. .........,.................................................................... .Date month/day/year .STEP 2 Using Water-Level Range Zone and Index Well Map locate site and determine: OAppropriate index well.................................. JWater-level range zone ........................:............................I� STEP 3 Using monthly report "Current- Water Resources Conditions" determine current depth to / Z water level for index well ........................... 0Zl®� ✓ month/year STEP 4 Using Table of Water-level Adjustments for index well (STEP 2A), current depth to water level for index well (STEP 3), and water-level zone (STEP 213) determine water-level adjustment ........................................................................................:. STEP 5 Estimate depth to high water by subtracting the water level adjustment (STEP 4) from measured depth to water levelat site (STEP 1) ........................................................:................................,. Figure 13,--Reproducible computation form. 15 G �/}�j9 rs !, C -\ COMMONNVLALTH Or MASSACHUSETTS z EXEC.UTIVE OFFICE OF ENVIRONMENTAL AFFAIRS u DEPARTMENT.OF ENVIRONMENTAL PROTECTION a r V TITLE 5. OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY'ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM FORM PART A CERTIFICATION Property Address:. Ave Owner's Name: 2& L� Z oo , Owner's Address: o c� RECEIVED Date of Inspection: ��s2f A-1,04,/� / • Name of Inspec or, please riot n6e. U. Bq.r4p)64-44 JUL 2 9 2001 Company Nam C, Mailing Address:. /C9 V TOWN OF BARNSTABLE ,q oo4o0 HEALTHbEPT. Telephone Number:l CERTIFICATION STATEMET I certify that I have personally inspected the sewage disposal system at this address and that the information-reported below is.true, accurate and complete..as of the time of the inspection. The inspection.was performed based on my training and experience in the proper function and maintenance of on site sewage disposal systems. I am a DEP approved system inspector pursuant to Section 15.340.of Title 5(310 CMR 15.000). The system: /Passes Conditionally Passes ee Further Eval.uation`by the Local Approving Authority �Fa' Inspector's Signature Date: . ��1 The system inspector shall submit a copy of this inspection report to.the Approving Authority(Board of Health or DEP)within 30 days of completing this inspection. If the;system.is a shared system or has a design flow of 10,000 gpd or greater,the inspector and'the system owner shall submit the report to the appropriate regional office of the DEP.The original should be sent to the system owner and copies sent to the buyer, if applicable,and the appro,vi.ng authority. Notes and Comments. ****This report only describes conditions at the time of inspection and under the conditions of use at that time. This inspection does not address how the system will.perform in the future under the same or different conditions of use. Y Title 5 Inspection Form 6/15/2000 page 1 i Page 2 of I I OF-I+ICIAL INSPECTION FORM—N T,POR VOLUNTARY.ASSESSM.ENTS SUBSURFACE SEWAGE DISPO AL SYSTEM INSPECTION FOPM PAT A CERTIFICAf ION(continued) Property Address: L Owner:. Date of Inspection: R/c3 2 ZC L ]inspection Sbmmary: '.Ch'eck A,13,C D or E L.ALWA S complete all bf SectionD A. ystem Passes: e of found an 'information which.indicates hat an ofthe%failure criteria described in 310 CMR I have n y y 15.303 or in 310 CMR 15,304 exist.Any failure criteria n t evaluated are indicated below. Comments: •a B. System-Conditionally Passes: One or more system components as described in t] e"Conditional Pass"section need to be-rep 1abed or repaired.The system,upon completion of the replacement or repair,as approved by the Board of Health,will-pass. Answer yes,no or not determined(Y,N,ND) in the ior the following statements. If"not determined"please explain. Tile septic tank is metal and over 20 years old* or:he septic tank(whether metal or not) is structurally unsound,eidiibits substantial infiltrationorexfiltration or tank failure is irriminent..System will pass inspection'ifthe existing tank.is replaced with a complying septic tank as E Oproved by the Board of Health. *A metal septic tank will pass inspection.if it is structural)ry sound,not leaking and if a Certificate of Compliance indicating that the tank is less than 20 years old is available. NO explain: Observation of sewage backup or break out or high static water level in the distribution box due to broken or obstructed.pipe(s)or due to a broken,settled or uneven-di tribution box. System will pass inspection if(with . approval of Board of Health): --broken-pipe(s)are replaced obstruction is removid distribution box is,.l eve led or.replaced ND explain: The s stem.re'uired pumping more than'4 times a year due to broken or obstructed i e s.The system Y 9 P P g Y pp ( ) will pass inspection if(with approval of the Board of Health):.I broken pi e(s)are replaced P P obstruction.is remove ND explain: r Page 3 of 1'1 OFFICIAL INSPECTION FORM- NOT FOR VOLUNTAItY'ASSESSMENTS SUBSURFACE.SEWAGE DISPOSAL SYSTEM INSPECTION F0101 PART A CERTIFICATION!(continu.ed). Property Address: Z/ A Owner: Date of Inspection: C. Further Evaluation is Required by the Board of Health: Conditions.exist which.require further evaluation by the Board of Health in order to detennine if the system' is failing to protect public health, safety or the environment. L System will pass unless Board of Health deterr iines-in accoruauce with 310 CMR 15.303(1)(h.).that the systern is.not functioning iu a urarrner which,will protect public health,safety aud'the environment: _ Cesspool or privy is.within 50 feet of a.surface water- Cesspool or privy is within 50 feet of a bordering vegetated wetland or a salt marsh 2. System will fail unless the Board of Health (and Public Water Supplier,if any)determines that the- system is.functioning in a.rnanner.that,protects the,public.bealth,safety,and environment: _ The systern has a septic tank and soil absorption system(SAS)and the SAS is within.100 feet of a surface;water supply or tributary..to a surface-water supply. _ The system has a septic tank and SAS and the.SAS is within a Zone 1 of a public water supply. The systern 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 5.0 feet or more from a private water supply well*, *.,Method used to,determine distance "This system passes if the well water analysis,performed at a DEP certified laboratory, for colifortn bacteria and volatile organic compounds indicates that the well is free from pollution fi°om that facility and the presence of ammonia nitrogen and nitrate nitrogen is equal to or less than 5 ppm,provided that no other failure criteria are triggered.A,copy.of the analysis must the attached to this forin. 3. Other 3. Page 4 of I I OFIICIAL NSP CTION- RM NOT FOR VOLUNTARY AS SCSSMLNTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERT'I`FI'CAT:ION(continued) Property Address: Owner: Date of nspection: D. ,,System.Failure Criteria applicable to all systems: You must indicate"yes"or"no"to'each of the.following for all inspections: Yes Ng� ` _ 1 Backup of sewage into facility or system component due to overloaded or clogged SAS or cesspool Discharge or ponding of effluent to the,st rf to of the ground or surface waters due to:an overloaded,or / clogged SAS or cesspool Static liquid level in the distribution box above outlet invert due to an overloaded.or clogged SAS or cesspool -7Liquid depth in cesspool is.less than 6"below invert or available volume is less than '/2 clay flow _ Required:pumping more than 4 times in the last year NOT due to clogged or obstructed pipe(s).Number of times pumped Any portion of the SAS, cesspool or privy':is below high ground water elevation. Any portion of cesspool or privy is within 100 feet of a surface water supply or tributary to a surface water:.supply. Any portion of a cesspool or privy is within.a Zone 1 of a public well. _ 0 Any portion.of a cesspool or privy is within 50.feet of a private water supply well. Any portion ofa'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 coliform bacteria and volatile organic.compounds' indicates that the well is free from pollution from that facility in(]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 6e attached to this form.] (YesfNo)-The system fails. I have determined that one or more of the above failure criteria exist as described in 310 CMR 15.303,therefore the system fails. The'system+ owner should contact the Board of Health to determine what will be necessary to correct the failure. E. Large Systems: To be considered aaargesystem:the system must serve a.facility vith'a-design flow of 10 000 gpd to.15,000 .gPd• You must indicate either"yes"or"no"to each of the following: (The following criteria apply to large.system's in addition to the criteria above) yes no the system js.within 400 feet of a surface drinking water supply _ the-system-.is within 200 feet of 9-tributary to a surface drinkingwater supply . the system is located in a nitrogen sensitive area(Interim Wellhead Protection Area—IWPA)or a mapped Zone II of a public water supply well If you have answered"yes"to any questibn in Section E the system is considered a significant threat, or answered It in Section D above`the large system has failed. The owner or operator of any large system considered a significant threat under Section E or failed under Section D shall upgrade the.system.in accordance with 310 CMR 15.304.The system owner should contact the appropriate regional office of the Department. 4 I , e Page 5 of I1 OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPLCTION"F10-I Y- PART B , CI•ILCIaIST Property Address:1 Q ��L(P- 12vyja "A Owner: • Date of Inspection: '. Check if the following have been done.You trust indicate"yes or"no"as to each of thm following;. w Yes No _ Pumping.information:was provided:by the.owner,.occupani,:or.Board of klealth: i,/Were.any of the system components pumped out in the}previous two weeks? Has the syste{n received normal flows in the previous two week period'? M lave large.voluntes.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 foi••signs of sewage backup (l_ Was the site inspected for signs of breakout?_ t/ — Were all system components,excluding the.SAS, located on sits? . , Were the septic tank manholes uncovered,.opened- and the interior of the tank inspected for the condition of the baffles or tees, material of construction,dimensions,depth of liquid,depth.of sludge and depth of scum? Was.the facility owner(and occupants ifdifferent from ovrner).provided witli.irnformation'on the proper maintenance of subsurface sewage disposal systems The size and location.of tine Soil Absorption System-(SAS)oil the sitelias been determined based on: Yes no 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.approximatio l of distance is unacceptable) [310 CMR 15.302(3)(b)] . ` 5 r• Page 6 of 11 OFFICIAL-INSPECTION-I+'ORM-NOT TOR VOL•UNTARV ASSESSMENTS, 5U13SURF4A.C•E SEWAGEDISPOSAL SYSTEM[ INSPECTION`.TORM J EARU C SVY TFMµINrORMATION Property Address: LAU!ZhZcet:f✓T, /) i_ �l/�t.Q, �s, , 1 A § Owner: ' -�— �t n Date of Inspection: FLOW'CONDITIONS RESIDENTIAL . . Number of bedrooms(design) �' Niimlier of.bedrooms(actual); DESIGN flow based on`310:CviR 15.203 (for exampli' 110 gpd x 9 of bedrooms): -Number of cu �rrent residents: ? -.' ...� .,{:" :.-_." , I C. :, Does'residence.'li ave.a garbage grinder s'or no):. "" Is laundry on a separate sewage system (yes or no f if yes separate inspection required] Laundry system inspected(yes or no)i Seasonal use: (yes or no): Water meter.readings, if available(last 2 years usage(gpd)): Sump pump(yes or no): Last'date of occ0'pancy COMMERCIA`I,/INDUSTRIAI4,,/�0— G Type of establishment:.. 'Design flow.(based on 310 CMR.15.203): -9pt.1 ' .73asis of design-flow(seats/persons/sq'ft,eic,): . .. Grease trap present(yes or no):_ Industrial waste holding'tank present(.yes or no):_ Non-sanitary waste discharged to the Tittle 5 system(yes or no): Water meter readings, if available: Last date of occupancy/user. OTHER(describe): GENERAL INFORMATION Pumping Records Source of information:. Am &qn Was system.primped as Part of the inspection(yes or n ):/ 1f yes, volume pumped: gallons.'--.How was quantity pumped determined? Reason'for.pumping: . TYPE Or SYSTtM _te�eptic tank,distribution box, soil absorption system Single cesspool Overflow cesspool 'Privy _Shared system.(yes or no)(if yes,attach previous inspection records, if any) Innovative/Alternative technology.Attach a copy of the current operation and maintenance contract(to be obtained from system owner) _Tight tank —Attach a copy:of the DEP..approval _Other'(describe): ,¢ roximate age of all eoml7oneinls date installed(if known)and soap e�of information: Were sewage odors-detected when arriving at the site(yes'or no '"' Page 7 of 11 OFFICIAL INSPECTION FORM—NOT FOR YOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE-DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM 1NFOIWATION(continued) Property Address: l ' per i'��QO/1t.Q A Owner:: , --7-,1 17b, Date of In�spection: BUILDING SEWER(locate.on site plan) Depth below grade: Materials of construction: cast iron _40 PVC_other(explain):- Distance from private,water supply well or suction,line: <• a . , d „ Comments(on condition of joints, venting, evidence of leakage,etc.): SEPTIC TANK: ovate on siteplan) ; 1� I Depth below grade; Material of construction:, :�'concrete' nietal_fiberglass_polyethylene, —other(explain) If tank is metal list age:_ Is age confirmed by a Certificate of Compliance(yes or no): (attach a.copy of certificate) Dimensions: /Q.J� k.(-p x I Sludge depth: /(4/' Distance from top of sludge to bottom of outlet tee or baffle: _ Scum thickness: 90"—. N// //q d®tf°TPA' Distance from top of scum to top of outlet tee or baffle: Distance,from bottom of scum to bottom of outlet tee,or baffle: How were dimensions determined: 'kph .r",GC/' Comments(on pumping recommenMions; frilet and outlet tee or baffle condition, structural integrity, liquid levels ts edto outleett ii'nnvert evidence of leakage,etc.):I I k )X() �"'' z • r GREASE TRAP: orate on.site plan) " Depth below grade:_ Material of construction:_concrete .. metal_fiberglass_polyethylene—other (explain); Dimensions: r. 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: Con-unents(on pumping recommendations, uilet,and outlet tee or baffle condition,structural integrity,liquid levels as related to outlet invert, evidence of leakage;etc.): 7 Page 8 of I I +" OFPICIAL;INSPECTION:FORM 'NOT I+OR WOLUNTARY-ASSESSMENTS I SUBSUR `ACE SEWAGI DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: A. Ow-er:A,8eY,ft )late of:Inspection: TIGHT or HOLDING TA K: (tank must be pumped at time of inspection)(]ocate on site plan) Depth below grade: Material of construction: concrete.. .metal fiberglass polyethylene other(explain): Dimensions'. Capacity: gallons .Design Plow: gallons/day Alarm present(yes or no): : . Alarm level: Alarm in working order(yes or no): Date of last pumping: Comments(condition of alarm and float.switches, etc.): DISTRIBUTION BOX: if present must be opened)(locate on site plan) Depth of liquid level above outlet invert: Comments(note if box is level and distribution to outlets equal, any evidence of solids carryover,any evidence of rl akage into or out of box, etc.): PUMP CHAMB);R: (locate on site plan) Pumps in working order(yes or no): .. 4 Alarms in working order(yes or no):. Comments(note conditibwof pump chamber,condition of pumps and appurtenances,etc.): 8 f -Pa e.• g 9of11 OFFICIAL INSPECTION I+ORM-=NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION.(continued) Property Address: fGl Owner:zi Dale of Inspection: n SOIL ABSORPTION SYSTEM (SAS): (locate on site plan,excavation not required) If SAS not located explain why: Type leaching.pits,number:_ I e ching chambers,number: ching galleries,number: leaching trenches,number, length: leaching fields,number,dimensions: overflow cesspool;number: innovative/alternative system Type/name of tecluioloQy: Comments(note condition of soil,signs of hydraulic failure, level of ponding, damp soil; condition of vegetation, et .): CESSPOOL (cesspool must be Bumped as part of inspection)(locat;e on site plan) Number and configuration: Depth—top of liquid to inlet invert: Depth of solids layer: Depth of scum layer: Dimensions of cesspool: Materials of construction: Indication of groundwater inflow(yes or no): a', Comments(note condition of soil,.signs of hydraulic failure, level of po►iding,condition of vegetation,etc.): VRIVY�. locate oil site plan) Materials-of construction: Dimensions: Depth of solids: Comments(note condition of soil,-sig►is of hydraulic failure, level of ponding,condition of vegetation,,etc.): t 9 Page 10 of 11 1 i OFFICIAL INSPECTION FORM= OT FOR VOLUNTARY,ASSESSMENTS SUBSURFACE SEWAGE DISPLRT.C . L SYSTEM`INSIECTION FORM P SYSTEM INFATION(continued) Property Address: A iOwner: c .PO (� Date-of-Inspection: SKETCH OFSEWAGE DISPOSAL SYSTEM Provide a sketch of the sewage disposal system includi g ties to at-least two permanent reference:landmarks or benchmarks. Locate all wells within 100 feet;Locate w�iere public water supply enters the building. s 1 �t - i o 0::J .1 I=i 'I 10 Page I I of I l OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C- SYSTEM INFORMATION(continued) Property Address: Owner: ,Q. Qc, Date of Inspection: SITE EXAM Slope Surface water Check cellar. Shallow wells Estimated depth to ground water feet Please indicate(check)all methods used to determine the high ground water elevation: Obtained from system design plans on record-If checked, date of design plan reviewed: /® '7-5- �W ��l✓1t/v✓Il �� 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: 111/54 r 2 11 .. . . I i �IZSj�b•qI RID�sJL(L —.$ tBANrwry. , . s Crw :.r rJIGA�. COASTAL po►Dengineering ca. PB n.�A) fx \ i"L 'I fMer�i Sl I tww.f --1 i E 1 s I xim I) IoS} FI I - usl y/ ) y 11 ON9.'RFA MMMI 1 G- Y §`is le, KEY MAP REFERENCES. a 1 \, .. ) AlSESltliSIIAP 14%PIAOiLS IOF001. ■ 1]YB 10•-VJl 10 p 11 1 iS _71 tat AL °!vy. �RIPJ �, o-nmc (sx-1)D37 o-avmi 1 f}f L• nAJ1 Baal Sea PPABE A¢N a •�� I' ��%� // '��>o yI i�'I�- .�mRS Yw 111. 1 8 19 > mPGwuxW LYS q 1 'j .�Yo• i 6��.uDzl� - I �cocacoe ZONING, W-1 .- R6 ! 1 P.G 114 m SS . W7 YdA(.0 4ASBD SF.• .j�{{jj'' r xama[ I A - BtONrI✓£(YBI) •.10 IT. ' f�RWi5E1BM() ]O R .. y ©ff11 a � ) 6. f G4r 1. soE snBAac Is n. AlTFSSMB 1. N /�:S '•�� ..� � I'. ,'.f p �\¢. PM�Luo I.t .. osmlwe mE DISFEW. - 1 iB M.,Rwn , ���� • ; \ jilliW,w K MST'' /A srsro 'O `J _" ,�I IP P� g �A a Ce ewa°`o �eR�oaenax D.tm�.E aslRxr £ 'P8 50.1:PG N a ��f{ AJ+u 1 _ �\ P• 1{pU t 1&' _ 'P•D • "9m 1p)AI6A Qel)BY=W.. �.'°>t...tT 4imAYo .l'0l r )� a /❑, tt I =4 t • �;. ryT.E, sr:ronu. OWNERS: 1 B( y��iF LOT z ` F}G Y"asum YY .my, `__� • / .�:•tr I �' lS�B:.s INARo., 1 _ S ^®e001c P.OE m izi vPit I 1 'i 'rcm ma asses vJa)ss C7 O YJ^\' ,�• 1`'•`.) `�_ ,Bsr _ $$ti 2 S's m Gww`u�m`im w1'D`c Itux,msr ' ❑ 'a� I l:.t� �4 A serl•srx Oil 8' - , o®wawln•vac l. a (fFil� ' umrc Y B.BR Rw m'Am SY,m ar C WzO M aw PA¢WOT} 7 O \ .i '`�� ' qs ;z• 1� 6'I y ��. � � u Yew s�ilsEr REutt,aar � L^Q ` ®4i t 4)r� A 9 / \ a o D M M23.PAaao d tl 50 A YV I 1 � �% �\.. I iP (�I .�� ASSESSma YAP 1N.PIAC6 \ 61NAAJ AXO JLL 4UN •. � �ii 90 fA YPON) ,0 GSSHAY ROAD \ OFID BOON mlo.P UNO •16 m ,.I ��j(�/+] . S—SIAWI DD5\YC 'J \ LL •P'I. NwM!t JLL Y 9ax — .4 IVIV 11^tltl 1. P.B Si).PG 69 _ / .I wY ROID p 'Ii P' 9 �. DEED WLx: mi. R esasms YAP Iq. ARTS\tw i. ) _ .J )JLp- - eAminAmi-D MST K SKC i ��� CII611.OD li JA' I I I .r ---------- Forwarded message ---------- From: Dudley, Brian (DEP) <brian.dudley(@state.ma.us> Date: Wed, Oct 18, 2017 at 11:40 AM Subject: RE: Title V Design Flow , To: Sean Riley <sriley@coastalengineeringcompany-con> Hi Sean, This looks like the East Coast Hearst Castle. I think those are reasonable assumptions. The issue is whether or not all these accessory structures tip the total flow above 2000 gpd and therefore would require pressure distribution for all the systems (even individually they may be <2000 gpd). I realize some of this may be double counting, but we need to keep that in mind. Thanks, Brian From: Sean Riley [mailto:srilev(&coastalengineeringcompany.com] Sent: Wednesday, October 18, 2017 11:00 AM To: Dudley, Brian (DEP) Subject: Title V Design Flow Brian, As discussed, we have calculated the occupancy for each of the proposed accessory buildings on these properties. After reviewing Title V section 15.203, we are proposing'an assigned design flow at 10 GPD/occupant. Camp, dory, washroom and toilets - 10 GPD/person i Swimming Pool - 10 GPD/person Public Park, Bathhouse,showers and flush toilets - 10 GPD/person We have sized each of the systems at 150% of the design flow(15 GPD/person)to accommodate any peak flows that may occur. Please let me know if this is a feasible assumption? Sincerely Sean Riley,P.E.,CFM Civil Engineering Division Head Coastal Engineering Company,Inc. 260 Cranberry Highway,Orleans.MA 02653 Orleans-Sandwich-Nantucket Phone 508-255-651 l eat.435 Cell 978-760-1923 www.CoastalEngineerin2Company.com INADVERTENT DISCLOSURE— The information contained in this e-mail is confidential and privileged, intended for the sole use of the addressee. Unauthorized use, distribution, copying or disclosure of this information is prohibited. If you are-not the addressee and have inadvertently received this communication, please contact the sender at (508) 255-6511. Z l k Town of Barnstable Department of Health,Safety,and Environmental Services �Tt+tt Public Health Division Date �L71a F- t4�1 367 Main Strect,I lyannis MA 02601 BARNBTABU& 1MAB8. EEGµAt�', Date Scheduled —� Time //Yv� Fee Pd. Soil Suitability Assessinent for Sewage Disposal Performed By: f.t QrLT� -�i��`I�L�� Witnessed By: LOCATION &GENERAL INFORMATION Location Add reess �p (� Owner's Name PgUL LGAµ 63r r ey °�-Ir\ 6A2--tottJEF— LA- Address 2fO ,Boe-34q" lzr> D3T'e7�/I r..,L- W�l lt�a M4 • D R64 Assessor's Map/Parcel: (¢1// t�¢_3 Engineer's Name BA- I� Oyu AW C, NEW CONSTRUCTION t/ REPAIR Telephone# 4-7,b-9 t3 Surface Stones a Land Use ��1'D�'-'fil T•1 A t_, Slopes(%) 3�B , Distances from: Open Water Body 1FOD R Possible Wet Area 27 S� ft Drinking Water Well ft a Drainage Way R Property Line ft Other n f test holes&perc tests,locate wetlands in proximity to holes) SKETCH:(Street name,dimensions of lot,exact locations o r- mom/ N t l9>QTZD I►�f=l� A� , Parent material Y-Aws: Deep 17 Depth to Bedrock IJ'A- // f (geologic) I Depth to Groundwater: Standing Water in Hole: �!)� Weeping from Pit Face to Estimated Seasonal High Groundwater a IA. j(3E71'Eitl�iYla%A x i0I`v':: SEr9SOi`Y I CH'4j5'' .';('E? TALE" Method Used: Depth Observed standing in obs.hole: in. Depth to soil mottles: in. Depth to weeping from side of obs.hole: in. Groundwater Adjustment R• Index Well# Reading Date: Index Well level Adj.factor Adj.Groundwater Level PERCOLATION TEST Hate t`9"/Time::0, Observation t 4- Z Time,at 9" Hole# - u Depth of Perc 4- d- 'gin��,-�-� Time at 6" Start Pre-soak Time Q V914 AAAA,,-- �9 V���I ✓ Time(9"-6") End Pre-soak kw— M RateMin./Inch (ti 114 A Mtl4 l S Site Suitability Assessment: Site Passed Site Failed: Additional Testing Needed(Y/N) Original: Public Health Division Observation Hole Data To Be Completed on Back—� Copy: Applicant DEEP OBSERVATION HOLE LOG Hole# 1 Depth from Soil I lorizon Soil Texture Soil Color Soil Othcr Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes. o tz-4 C7 ►� j SA�tb I r2 5 0 DEEP OBSERVATION I:IOLE LOG Holc# Z Depth from Soil Ilorizon Soil Texture I Soil Color I Soil I Other M Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes. % q►° A 10 t& ¢13 I° s I a ° sr Swuo 10 DEEP OBSERVATION: IOLE''LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes. Consistency,° i I DEEP OBSERVATION`HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes. % i i Flood Insurance Rate Mao: Above 500 year Flood boundary No_ Yes Within 500 year boundary No Yes Within 100 year Flood boundary No I// Yes Depth of Naturals 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? -Es If not,what is the depth of naturally occurring pervious material? Certification I certify that on AAA4 9.lQq% (date)I have passed the soil evaluator examination approved by the Department of Envir nmental Protection and that the above analysis was performed by me consistent with the required training,expertise and experience described in 310 CMR 15.017. Signature C) __ Date Aooll Iku LOCATIO SEW GE PERMIT NO. VILLAGE INS A LE 'S N ME i DRESS xy Ala l� - e U I L D E R OR OWNER DATE PERMIT ISSUED QS DAT E COMPLIANCE ISSUED .a 5 t �.�, ✓ � (. / r i � y ® � � � � ,� � . � �^n� 1 � �� t .. �,� � � � +' .` ��_ � w � � `� � � � a . \ yx. I 511Ar,25 AU ,�,,pp� COASTAL anginearing ca. :l i1•'.�✓4�'`„♦�h :.�:isy,`+� �� (.tea()a,T i I t'W atL:&fi'Y i[I �. �S_' t� ♦ E'.>*,1,.f.:n G4TF.`:kL'.W e,A.•J {: 'S x , to_ �'`.,+'� /® '�, �,.\ .� /� � �[�fcJ".�Cit.1.= i ,rars:,r slur. g, atxAwxl;al. PM�A't:X4-:L+ € / i• z to � L�7 3 �f/� \ E�•�a)z to:.<ux:o:-a:<,r..-� j 4.K•.xI. € Ef + w>.,, ■f, 'V,�`E� x7 ,. 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' i i • J . 1► 3 Ow°0 r IM JON - a� t ' 4 Y� I JOB NAME SHAH RESIDENCE EAST BAY ROAD 1 -/ /'t�/ � JOB NUMBER Ostervill e, Massachusetts 2Z0 ` /� D� I Y4 n 1617 TM 7 )_v,0 s� Tr�o- --,r 3 C - - - _ - i _.-________ _ s BUILDING AREAS 225 235 sf 527 sf f Finished Area=460 sf Secondary Area-527 sf TENNIS PAVILION Ia MARSHAI.1.STRRRT, SOOTiI NORWALI(.CT 06854 A SHAH RESIDENCE SHOPE RENO WHARTON shoperenowharroa.t T.207.852.7256 ORIENTATION SEAL S - ti pIAWINGS AND saffiracarmNs AAR[N,crw maas�tra+�m.u. Project Directory : Index Of Drawings : STRUCTURE LOCATION PLAN : NOT TOSCALE A2INT� ,TA . TnS£)%]LSiN�AHR NOT S980 Of)�Al i�'1l�.FQ'IN..PART.iU'IANY OCH13 PlO1tiCTSQ 10.IT.}T951S UB fY ANYflTfEBI PAtTllS,SHAH THOSE MOP�i.Y A13itY9TTII,®t4COTli[.XL4 tVlYl]OOT 9TiE SPEDPIC Wt1TTBV AOTHOYIIATION A'TT30PR iBNO WI[.44SDN A59OISA➢S. S101 General Notes S101 Structural Plans ISSUE DATES SHOPE RENO WHARTON SULLIVAN ENGINEERING CIVIL S300 Sections&Details Architecture Environmental Consultant TENNIS PAVILION 18 Marshall Street 7 Parker Road See Coastal Engineering-Tennis Pavilion 5301 Sections&Details South Norwalk,Connecticut 06854 Osterville,MA 02655 Construction Documents Set 203.852.7250 Tel. 508.428,3344 Tel. LIGHTING 0 203.852.4250 Fax LANDSCAPE Armsirna�KBIIry � L101 Main Floor Lighting Plan COASTAL ENGINEERING CO. See Hawk Design-Tennis Pavilion DeSTEFANO&CHAMBERLAIN Civil Construction Documents Set �� � 20I7.06.10-Issued for Building Permit Structural Engineering 260 Cranberry Hwy. FIRE PROTECTION 2017.06.26-Issued for Owner Review 50 Thorpe Street Orleans,MA 02653 , ARCHITECTURE Fairfield,Connecticut 06824 ' 508.255.6511 Tel. A001 Cover Sheet:Project Directory,Index of Drawings 2017,06.02-Issued for Owner Review 203.254.7131 Tel. / 2017.05.09-Issued for Owner Review A200 Foundation Plan PLUMBING CONCEPTUAL LIGHTING,LLC xn7.o4.zo-Issued for owner Review HAWK DESIGN L i g h t i n g Designer A210 Main Floor Plan&Roof Plan Landscape Architect 479 Clark Street A220 Finish Floor Plan&Reflected Ceiling Plan n 39 Pleasant Street South Windsor,Connecticut 06074 MECHANICAL ` SHEET TITLE Sagamore,MA 02561 A300 Exterior Elevations-East,South,West&North 860.644.4358 Tel. M100 Mechanical Plans 508.833.8800 Tel- A400 Building Sections ` COVER SHEET SYSTEM SEVEN ` PROJECT DIRECTORY KENNETH VONA CONSTRUCTION,INC. AV/S e c u r i t y Design e r A500 Wall Sections ELECTRICAL INDEX OF DRAWINGS Building Contractor Boston Design Center,Suite#627 A501 Wall Sections ` E210 Main Floor Electrical Plan 1 I Fox Road Boston,MA 02210 A502 Chimney Sections Waltham,MA 02451 978-887.1200 Tel. A600 Door&Window Types,Door&Window Schedules, ` 781.890.5599 Tel. Room Finish Schedule ACOUSTICS SH ACOUSTICS,LLC A601 Door&Window Details ` SHEET NUMBER SUN ENGINEERING Acoustician ` H v a c Engineering 10 Higgins Drive A700 Interior Elevations-Warming Hut&Sitting Area " — SITE 491 Maple Street-Suite 209 Milford,Connecticut 06460 A701 Interior Elevations-Tennis Racquet Storage,Powder Room, A U D I O/V I S U A L Danvers,MA 01923 203.877.6340 Tel. Storage Closet&Wet Bar East BayRoad 978.777.7768 Tel. 203,286.1427 Mobile Osterville,MA Jos NAME SHAH RESIDENCE EAST BAY ROAD Osterville, Massachusetts .HOB NUMBER 1617 WORKNOTES (N"ms slmxM ym i,,,ed rypral mriiem:iden..andy applyxax,ame antl amY.rcmAtinn; atl bcations maY mRb¢.need.Wakm"ss are arranged LY sprcikavm Jwix"1 rand pipe RwMatlm drain.Skge m drywetl ]R UakrgnmM Mxiry emry s —,Nung"v.Siee- 1C Palmed Car I hub pipe m receive copper leader,aeaenm"am Ire ppemrkywd. :o aamm<"""mmRm�mgrXamage RekfnrceJ amcme de<k txe vuv.r4awvpsl. ]R 5•Jdck reinkm<al a"erem pad unfi•aiNvl sere.Vergy sue wida MVnC"�ka"rxb. am 4R Gmmam kamiag aM caskL.dare cnoem M1a"daX+�wag. eywlf 411 '.. iF Cmmreie Fnurdarmn wall aml Mtlre-typical. x•srppe"eaa a<aa-gHr,L Maevdhnic nnnerreah. fi•rmek am"e Ye"�r m"Px�an. M�d,er am"e w"i"g-wPern as sn"wn,nmrm"wim 1a"d�pe mm�s owga 41 U SlamJ araniM wimX"v vl skn '. <G a en;mner ap sang am a.marwa,n Fimh Wd�6-see la�dsopeNd dawLps. aH CM Smre Fitl n Hmna<k-lmiae"aPan sxN al mrc keryme MU soli)hadi�R mnpx M smae:<re<e m�amJrcg H"re mx<n mg. aosame wall cap a vNORg.g"M.u"p, smre<ap 4p SmrelM ea c Sreel aX"mn-ree Namng dars. Galvanised meal grate wish eirergn ye.is lu�pyag. SC iVch Rn"ve haMrag,WagrertHgRgl,vMxe rypee . P w86 Maid K R'1w 114' 1t1rm imw-o-vseae.w mnkw. okdh pm. axXpxm 6F Verxcal gram fir neadMnrt4�par varMshkieh. wimd.1 a,sef-a.<PL. m Ssmcmnl pr,x-sa Nanung pions. NIR Ni. wad eave asumNY-mbn wag sx&xs. N Wixd cMunn trim -paled fit Selred red ceder Xglu Pause exrrnnn. '. '.. SRpare wad cMumn a pike"-ptirW. '.. Va•RaW�ud aM cmwn-psi d. W"M cmwn-paimetl fiNsh-typical. 1 6N Recessed WPd with ogee pnAeyai�mJ. 400 400 fir sn1 d mah - 6Q SuireJ mah,xryiphem. Shingle)weep-xewaXzcxmMunn- '., fi5 SRwm rPlyume ea4va ptl. '.. W"M nN aM Inl"sun-pakxd, IV fiU Painxd sh h movers wl 5 fiv tl ark-see 9/nFAS Na)nags '.. fiw rmJ tas. "-WI red nipper puke-a'mud ii,d, OO JC zaRRednc rpar �IIIhing—p�. gnz.R d<rroMrgrTen vagry "gaslwpskknd. 7F leafc dmPxrscepercltlngph RasMg. eJ nppvr:lap 11-mg-hMJ shingles uP T/d•rm. ii safaces. 52'-4° H R¢d Cedar wall shingles®stm T.T.w. 71 Red Cedar and'Mngxa i g 1111 TT W. ''.. M Red CeJer saddle�wiv ridge vent bekvw(Krt eeaFase leiwv awgks Mrs n sa�°,�uR"�rawiw"prnn. 13'-2" 26'-0" 13'-2" 7M ReJ ceau aM�prdrawk. Red Cedar vingk sxkle Np. ry.aXvFpv fladig. rcd. T.O.Stem T.O.Shelf T.O.Wall T.O.Stem T.O.Shelf �n cax.x lm�k mm.see iMe,Nx elmev""aN b�iLgx<G.". 99'-S3/4"� 96'-6" 3o Tikd m<—dsrap<WXy - pF wme neaMram:a"mm IZnlnceakJ mnnaMmwatls tali . a _ -& A 91x 1 d tram rag be "draw sRl Nx rxesei party see dual Nn'A3 'Fr- T.O. ------- p°° - s•--a—� npic a�n=b"Ree avw. 1 Ii 1T---s -- - ---- --. - -, Shelf r I,I1. I'1 L---J E---J 98'-B' III r----------- --, x a. I FM1 Fm r- -ll 3E R F IT Ile 3E I lq 1 I xi I I I � I IiuF p timilkxW' T.O.Shelf 15F n n,pR T.O.Shelf T.O.Shelf 98'-6" "a'"` make wawaamx". x Th O.$lab I a p- 1st isms imake k,mer si:o TRa r- 99' 99'-2 3/4" i�.-u of n� T.O.Slab I it I I o o I I I { R l kaiewmx 99'-8 3/4" u T.O.Stem T.O.Stem I "l`�P I �fic g.rerHv wamrpoMowe. I I I I I T.O.Shelf x'b' 99'-8 3/4" 99'-8 3/4" °x- I I I .u li I I 9 22 3/4" u T.O.Slab I 7i I I p I I — �99'-8 3/4" Slab II 300 I � I eu N ( 1 I T6 4h T.O.Wall 9TO 314- 9O 3/4 98'-6° il-�'xxII fV 4 vqSao T.O.She IF ILL I h 96'-10 3/4" U-x, ll IeM ET, NWM CPT.O.Slab 97'-0W f T99O23/4l 06g54 I .p r 1 iiii I T.O.S 3E I !�� I I 11 1 3/4"� I u o I I ii ii I I �I T.O.Shelf I I l a— aIIII- ` � � SHsh OoperePndwEharRtors.EwmN OWT.2H0ART O0 N T.O.St. T.O. 4 L__ _J 3.852725 ` =_�_ -----___ I `r -------- -- T7O.2SIab TO9 P Shelf ORI ExTAraox SEAL------ S—el— __------------------ .T.O.Wall T6 ll ---------- --------------------J ► �T.O.Wall 96'-0" l_p 6'-0" l_01 2'-4" 14'-2" 24'-0" 14'-2" I� S2-4i' I 1 uaawtNos�ramg2co3aoNs aax�nRgHamxgmarsaPzaa�3N,u, 3� T�u�oLgRraHnm� ��w�w�s�rya gTT..F4+8 P80RHLR tVat flti8Y AN3�CSgR8 PA83Il$S.iH4kN ffifaS£ Y FR'OiRBBg.BAYeTItOR9�l�g'gRfN9CACT PN�IHHIUGI]'V9&ESTPlII1�WZTl'3gs.l AUIgxl3AIZATNiNx#�.S1R0PL 8PNDga'.[ilkRAXxNaiS'R[ICL,1gY.n. HSSH7E DATES TENNIS PAVILION Foundation Plan A200 1/4" 2017.06.10-Issued for RvildinR Permit'. 10 17.06.26-Issued for Owner Review 5HHEET TITLE FOUNDATION PLAN SHEET NUMBER JOB NAME 2 SHAH 4 400 RESIDENCE 51 I_4n 14 300 >f 14 0 E B Osterville, Ma s sachusetts I �1! 6-41 641 231_4n II II 4I.6n 4r_5rI 7®B NHMieEIt 1617 WORKNOTES (Naas shall be cmudexd-.1In1 hems Idenaaed aM sbN apply aM same aM simian nreedns; atl kcauons mar Iws M I"RM.Wpk.are xranBM by speuRcaamdisvn.) To Paddle rasetl pipe kuMaann drain.Skpemdlywee_lyp it 1 38 UlnkrgnmM unllry Ivry dreses.Nnnaer6 Sze IBD. — 2C Pallmd Ca4I-1 n s " 1 I-1 II I ", 4I-1a 6m M1ub ppe m remve<Igoe e ka den ranaxmnam lm pam m Ilrywd :D or,kmcrameczm LadlgzlrekapR JA RmMnrtttl amcreM deck(see macs,dmwiesl. ___ _ _ _ _ 5.5Mck relnM1"cad mlwrex pdm H'<IWal mire-VeM'y —__---_---_— ___ _ se �u wIIA XVAC wkz.rracsr. I N — c`,'K „are aM va.I,.plaee r..,ma5kaawlkm woe. _ __ JEio �moale uelc IOt 1F Cnlcreu:Fnurcl Il aml kxnle MMzal 2C III �!II III 6G 9L I 1_C aH Mann-h mlere<ws 6P'al. 1C M k arse p. ----JL— -- -- O f � �� 103 • I li 1D M 1 @w ll vl slh shm.n.aaAmlwu La'dsope]"dIY DwRs — IF ye PdewixM nvvwrwash F hpa'�-xld="PMABrn'=wk. i ! 11 F'n ct Feee nxlan sOk>s III II N — enms Racquet Storage {x ccxxn41 ( I ^C V� �-- — - 103 See A701 9D _ I u� sam m1d1X`MnB tD Powder— er Rm _— -A sp? same x"am<e mramdleXpR mxn m.. N �I I _ 4o Same,pn cap«<reke.r ln.n aoo Y Y 104 See A701 Q -- --� o —~ N 9@ 8 9 f N 1 I N s ;o �bnw11`= r � To Main Path III qo.o: Warming Hut o1 N 1� _ N Wet Bar ° 1 eel<d"mn xeaamae ism. I N N N N Y a kamxam ml Rmx „n N,m dNyG v ((Storage> `p 'I v 102 See A700 Ares.B mrea haMmi,w,re J,ydw ems. 105 SeeA701 I I sc wmd"d id amp W� a pe N N I .., 4 fie 0--nal m m"m X«Ia< =E pmm }m nam p vn L— III y� L A300 w s wceam w v 1 nm mxma�,�rwll:enaean 3 xnx I� _ aL_—JI L--JIil b -aaIr �. �---' ra drm as mX-I.p mwaap.s,m. 9D Storage Room „1 RSMr: : Sitting Area too I 106 See A701v l naSMmra ana p,Mled, 101 See A700 5D I wala emwn-wises arada-MN<d. 1 I I . fiN RecessM morel 'Ih nBce adAepaillRJ. RO W�md Mackel IHaa. I I er su+red man"aaro Rwm. fi�Q wr"M manPyllynmm. _ _ ____ sMn0.lM sweep Jl secwxe Wall&Steps by L.A. _�� I Q Seating---_— O "�, IF 'A T r rdlaMli Mm"izetl shade-xe 9zAfia5 krrkuis 7A 5•half-mnd red mn aM 1'mlN kadn. I IC i`zdx`IMP cwsnsn-re moat ddpedge. fI- 7� II f'E .I I E I�z.RMc I �� Ifina c rn na.mnR IT, am lea"p yr lm wldal mdava. 'Irk 1'r1 RM Cetlar wall zMngks®5 `p VY I' 1 ]I RM Cedar addlk M��Ih rrT.T.W I 4'-1 On 5_21I 10'-10" '-2'1 4'40" ' 71 M5 „7 11 3 8 3'-3" 3'-3 3'- B'-7 slaKa TaeBr-mldmp. I I.I 'I I RE re healln aM SlmrmM 14'-0" To Tennis 9r players,.-are rand BYRanImArm woesaN celiry{. z ' � t4'-oa 9L Grrc„I�rvprckel-see inerk"dresdry. YYH-- Jly'1- 9X ]yl framinB lleMw wimkw sNl fnr receravl{wrH-:ce d&ailuMJni I� Cas nub up k.amylare� nalemne Ircakm. 51'-4" j Ise Fxeke�rad nix wl. iro ASrvnaNPrd<Iwx. 15E Mumdn0.k+t I CnmMsswn air intake wtl moth dnn. ISD CIIlnbusa"n air llnake M"Irer-Sze TBD. 15X EvhaarsvmR ' lFA Ekzsriclremr. nearizal sun reM. '. w Eaxna wacerpaiowX �1 Main Floor Plan A210 114".11-0" i I I8 MARSHALL 5'I'REBT,SOUTH NORWALK.LT 06854 1 SHOPE RENO WHARTON I 2 W sAdper —harrpn.cwn T.I O 3..1 2.12 5 0 5S'-5" ORIENTATION SEAL 13'-216 29'-0 " ,3�_2 3 I li S' riaAu'�xs ANikwRa�'aaaz'aia,DNS ANlE3Nb3n8�%A�ES4ONAc 1 sati'ro��azmsanea,a'�arml�aator�re�at�.�¢uxRcr.. OIl`[U3[3'RLiELTSffile9BPOSES,BUR ansR3 TMTf6.T13#N1¢d65E nzR4PURe.Y Ainn11RYB9>DaD lYUON9YMT#PflA04r E4t8�SPHCROCWE1f 915N :n1'1LSDR!pA14leN 3F4:ft3PU$IIT DRNRBARNUN ASBRCfA'IPB. r0 ISSUE DATES i T)N:NNIS PAYILIUN 7K wad 12 I 12 ,2 4 "io 12 o' S I rot 300 � � - �,0 �lp A300 o ry I 201Z06.3U-Issued Cor tiu'dIng Permit 1 12 N N 110 2017.06.26-Issued for Owner Revlcw l 2017.05.02-Issued for Owner Review 2017.05.08-Issued for Owner Review I 7t 1 j 2017.04.20-ISSued for 0—Review 2017.02.10-ISSued for Ownter Review 2017.01.13-Issued for OW'tter R-i— ^a �a SHEET 'TITLE I MAIN FLOOR PLAN RI ROOF PLAN 11 300 i I 13'-1-6 29'A 13'-2f7g' I 1 55'-5n I,I SHEET NUMBER 2 Roof Plan A210 1/4"=1.41 JOB NAME SHAH RESIDENCE Tl!1�1 N 0) y 1'`J) �' I/ / Osterville, Massachusetts /I 1 / EAST BAY ROAD JOB NUM BEB 1617 41 A }, r f — ---- -. - — - Basemen Ed - . 975 sf -- --— -- -- 81 sf 1st 335 sf 2nd Finished Area=1310 sf WORKSHOP/ STUDIO Secondary Area= 259 sf 18 uwvsxwTi IT111T. ,xrx rvuaww n6854 SHAHRESIDENCE SHOPE RENO WHARTONuc JlwpvaaWmron.mm r.Jo).85z.]z5o ORIENTATION SEAL E N S W OlA'NIDlaS AA'DS}iSWfCA4JSiN5 ALE A513U}�M(aFA01�10NAL �ROCT M®AND'lEAil L�IAIN l4!¢1lY��d1<tSBffiT P r o j e c t Dire c to r y : Index Of Drawings : LOCATION PLAN : NOT TO SCALE 34�IIOL9JmT.SA[PNarTD�JJ®JN VQ£atJNPYtr.JRANY 099JBe I'lOJJ'L15 Q r1114'OSES.Ol 1Y Ati4O19BfiAdi]iFsv 493ANPI� 15A41Rfl.Y Al9rfi0��R'OONRMR!'fJH09r]JJESHD�OC W�rJ'eK .YJlJl�11Va4iJfJNUf Si}OJ�iaDFNA;IlI6NA�OGff.A➢J5. SHOPE RENO WHARTON SULLIVAN ENGINEERING CIVIL Architecture Environmental Consultant WORKSHOP/ 18 Marshall Street 7 Parker Road See Coastal Engineering- A700 Interior Elevations South Norwalk,Connecticut 06854 Osterville,MA 02655 Construction Documents Set A701 Interior Elevations ;f S T U V 10 � 203.852.7250 Tel. 508.428.3344 Tel. A702 Interior Elevations LANDSCAPE A703 Interior Elevations Arrnstrong-Kelby — 203.852.4250 Fax Park COASTAL ENGINEERING CO. See Hawk Design- Workshop Studio STRUCTURE M DeSTEFANO&CHAMBERLAIN Civil Construction Documents Set am Structural Engineering 260 Cranberry Hwy. S001 General Notes 50 Thorpe Street Orleans,MA 02653 ARCHITECTURE S100 Structural Plans Fairfield,Connecticut 06824 ' 508.255.6511 Tel. A001 Cover Sheet:Project Directory, S300 Sections and Details Jot� 203.254.7131 Tel. S301 Sections and Details Index of Drawings .06.30-rssuea for Bxaaxs Permit S302 Sections and Details CONCEPTUAL LIGHTING,LLC rQo HAWK DESIGN Lighting Designer A200 Foundation Plan Lan d s c a p e Architect 479 Clark Street First Floor Plan LIGHTING 39 Pleasant Street South Windsor,Connecticut 06074 Second Floor Plan ` Sagamore,MA 02561 Roof Plan L210 First Floor Lighting Plan E SHEET TITLE 860.644.4358 Tel. L220 Attic Floor Lighting Plan ` Bav�d 508.833.8800 TeL A210 First Floor Finish Floor Plan MECHANICAL COVER SHEET SYSTEM SEVEN Reflected Ceiling Plan ,o�YP ` PROJECT DIRECTORY KENNETH VONA CONSTRUCTION,INC. AV/S e c u r i t y Design e r M100 Hvac Plan a INDEX OF DRAWINGS Building Contractor Boston Design Center,Suite#627 A300 Exterior Elevations M101 Boiler Schematics ` 11 Fox Road Boston,MA 02210 ` Waltham,MA 02451 A400 Building Sections 978.887.1200 Tel. ELECTRICAL 781.890.5599 Tel. ° A500 Wall Sections&Details E210 First and Second Floor Power Plans SH ACOUSTICS,LLC A501 Wall Sections&Details ` SHEET NUMBER SUN ENGINEERING Acoustician ` Hvac Engineering 10 Higgins Drive A600 Window Schedule,Types&Details AUDIO/VISUAL ` SITE 491 Maple Street-Suite 209 Milford,Connecticut 06460 A601 Door Schedule,Types&Details See" 1. Danvers,MA 01923 203.877.6340 Tel.. A602 Finish Schedule&Profiles Construction Documents Set East Bay Road 978.777.7768 Tel. 203.286.1427 Mobile Osterville,MA JOB NAME SHAH RESIDENCE 50'-10" 13'-53" 4'-4'r-" „ 12'-10" "8' 8" 8 EAST BAY ROAD $ 8 1 S. 4'-4- 13'-5- 13'_ 4'-1 12'-10" 1'-2" 4'-10g" 13'-$$" Osterville, Massachusetts --- — J®B NUMBER 1617 I r ':- •_. .:,,:• � I. � � I ------ - —� - - � � � WORKNOTES itI I I rrnm:snag ne a,n:XtX aNpcat m, ws „ar s,,,,eam:awta.�e,w,; :A c•pedn,aaa« «u a u e 6lTf'.O2..ra Z.-S..t.o e:".m IY:.•_'—...y...:;..—_. �—.-—7.:8._.-.1—:.1I..-.-3.-II.a-.w.r.----,.�;.....—.�.,-,',_x—s'i�I_III—:`�.e.,M 3..MN4o.P-._o�v4�O8 j'I�-,�.—.—.:.-:—..i:.t:� T.O..5.:—.-l'1.S z.-...t..:-e:..�--.1.m.9�0 -i.I.1llI.,.—.--::.'_._—'-1'+_.,.-..`.s..I•�-:.�_. _T_rI III-20,s_•1aL-9..,tI'e.-,,6"�_<s',Il o—.Z..: - - ---__.1S 6�'' ,.- _•.U2_:1-.'.--0.:.°�_ -..:•.-::- IIIIIIIIIIIIIIII mv_?T@;,�,I __N I 330 o NN��:Ii _=Q+�i _410 0 II�III((�II��Nto�a��",—�ji,I I t5A ot?oIiItIllItII I �� jt II❑—I 8,I i tltI----tNo_-j'.'_1--0-Ti SiiI e--e--\-A-—7--m0a_B,4- _—?am—_—'_—___—110 3 l=�I-1 l d�"❑zt I M—slll5rids i-sa 0aR ax"Iii, �iI�II �=0N ji�I 'I- 3100 izi,a,a;q.s�fiarnfiE«fiiqi9RIA5xM'"15I,awRosFce AA6ElKRCCFlMrwoeara�oE5SsR i En wCC lwecFcr5nrMsMAswssrssiGanwWcasS,ieieeaMMCCFEFw�Ml a«•,",am•s«R«lhr s."M itilMmron«nrcrcnewx"nna"meMke«e�a"»en aam.wr,nsmxn v.r-1,,mednac ncmm�,,mdXm wvhnn ncm"naaaJcsa,ee,deaeeo-,w,M.n<:llRadnaad;ln ae-"r u.wtlar aa„r d�Ris lsRaee,mw«kemMaR agq,wR d aecm,eRaRx hriRR«n,c ree««Nlt"« Fn,e ca nr x.9Rn"drae.warhakmaece,nareeeahl.m aa�M«.:ra„d.wRnacW rw ae van�m�«relyomaJa edeelatrcr r «R m,ad«onFcmnw4<:rermmu,ss,5,M,�sMeJa s /in.X nneamnc.reX en,dUo9=eaknmm,"la,vs,+arv,cwamieeaeanaceXahuern c,ram•anrokcoa".N r er coe rwae ak�am e ,�pd•,n amehanh RIFr ona.daw-hpw. wra�iln eaa.l«rewReraacmfa ed epmmrpr«ananwaUsl«su.ai c«mm�:«,reresya nm«ea m mmnilae ,ee«�e rs,�aa�idlmun,am,wh Xtrlrrnr d,".MMei Xn,eQa.ur xe.ur�ate p rammNiRy md.,xe&RnK- ms"R bamreN:kes,Xi aId«r asemy.pdmadc"Lar.e Rne nM(mr.�an „-Xr e,w drw haM s pe,eXheIezwM rok.e."anwaae'nr.NX+ ,w wna«Mu r x�d+re .daX a caxXc,acaFWrarys,iRcee n•ms.e bwr aer.z.nry.atomXrXirwrea Nw�aw��Ral.Rrp� da aaa".n aN pml .a"ne:RWn ya sr rn anm i wpks,wndw apkesMa.p"w.,mawa.mE rys sXxwlnw nt rw«hcJbmaaen�X-.mre�.1aLa,rrn rrw. rmnmw"n Xakcr Sas« ed nXraco" a.Nmii X« ramna,resr�,,dle«w°rcMHwl.ge dw n-lnadn5nr x"z.ar l,SKermXe numa i xlaRgm<X nawPalX�w a rwm• we.�d•Xm.w5, c Xm-b",maemy1.„ •,:J.,me,N..w�«ni.-e>Wu :ls.,n..ons wx.rv.i x,n a..Mm�.dw�"Xm�.saemh .r IR.a.vr,l Fumw.. iaaxMlai ce.e ss>k. esm w nhn ad�„,ra/aNexroo e,aNwnd"g.TMd.V s.vaen. ,e a xr°c CM wl 50 5,_2 1" 4'-11 3'-1g' 4'-115. ' 5'-2-" 3-22 5'-0J'TO Shelf T.O.Stem 3_221X zc ,c.9 ' x 4 T.O.S T.O.Stem 20-9 5o e mRdnnqaaaw.n 1u ans e v•,ovo,ae« k,,.Rx�gds,ryD — --- - A A cmsrc❑ _____ it T.O.Shef 44 ItT.O.Stem — ------- zo,5„ Mechanical 403S A70 3 " "21'-0� 1 2 Wor M3 1 n o1 ." Y � I 7'_q„ ,13-3 9'-11 13'-38 T.OhelfT.O.$efd shop 04 b A700 u l Bathroom Sw RelM mrypinea"d2 ______ A RE alR oArt Studio 1 See A70110 tch nette *T.O.Stem Y T.O.2S we 00 A702 -0"21` 3_3_1 4 t6_a�T.O.Shellfy ,_- T.O.Stem 6 7 _ caw PA, —————————— n RR Sh Med ru 6,Z 20" 3 x. 1 20'_0" 6 T.O.Shelf T.O.St ------ "rR>nk 5" 21' " 21'1" 71 edwv m,mnR me L - 6F5 Ail 111J.20'- I --- ------- JI ---- —I _ M iiem :a mimo I ry ig,4,, ————1 — SG 3 2 a _51. c 4006r_ 6._ 1 f 13' 8 L9 111hers 5 3,_2Z" $-21" 513,t70n ,_ 3,-211 all m.edwd.Rdr.Aw rv.� a. vr. nazxwx rewHoa n aA e3alRwxyxi•o,aiwax e 50'101, C..wnwmrs.0_ CnmQ 6a Foundation Plan First Floor Plan A20 =1'0 -0" 1/4"-1-0" SHOPE RENO WHARamp a5•..reclr LL.Taao wN,•w".y ]ysa6O.ap 5oqN.5 d w iEt c $0'-70 17'4" 5, 17'4 ' ORIENTATION SEAL$fi 1 E C FIRST FLOOR ALL BELOW ———————————————— ————————————— C --- — ---------i— A330 0 ;-(1 �o I 41 00 IjI 41� — _43-0 0 iI1—3'_lI 1 d1"--l Il —lI lI—1 —lI fl It�❑II—---2—----—1 II'1�. 2—,A_�42,r 003—I --��N==NR�MN�m 1II', 1200 Se_e I _31I N IlIIlI I A3 00 Epp— `IIIIIIIII II]ntI — —i --———- -——n—--—it c—h——--FT7�_I_ TT L-------- ---------JI— — I E — --t� --1 — IlAll iIIIIiIII ' Nt.war�o;.r�wa.aazA�c.e©x IsH �au,(sR�.,NumIIaa:nxI9�IDDNE r�Or rNFS tch Wp p LL11_J-1—LL am-.R��BNa@NanTRaza.E�wisc�F3�r�9R�O�AuVe>, sgaarlo1�doI IlrrOarN 1II_RAR- �cT — _ — — — — — — — — ISSUEdATES Art Studio Attic Loft 0 OPEN TO ART WORKSHOP BELOW C C STUDIO BELOW WORKSHOP/ A703 do STUDIO 10, 7E15 ,-4 ---— -----i 1l4 ( 2 Ptch n� --- ------ 2017.06.30-Issued for Building Permit C2 SHEET TITLE 17'a7 T-87 17'4154� 5� 501-101, 00 PLANS 3 Second Floor Plan Roof Plan 114"= '-0" A20 1/4" l'-U' SHEET NUMBER s a k e 2 3 w' . airRc+mAs�. N F JOB NAME SHAH RESIDENCE {.}--I1-P('�fi- OV'�f �� i`✓P� ��r I f" Oste�viA S B s lle, Masach OA�setts y BOB NUMBER 1,617 Al C) ir _ k I -- . -- 1 , ----- ;- BUILDING AREAS J9 r �4 ,. -.. r r 1271 SF (� - -fig. ,.-w, - -._ _. - 'r`_...'"�•k --...F.-,.'_-.-e .,-,�: —_- `'--. - �._ �3�'S��j�.�_t�k.�""'.e "3+.�al �.� = ` - - FIRST FLOOR GROSS FLOOR AREA=1271 SF 1038 SF + I0 J_ 1 ` SECOND FLOOR .7 GROSS FLOOR AREA=1038 SF TOTAL G.F.A.=2309 SF x xoeww r a665q TILIGAkAGE SHOPE RENDWHARTONuC U TY aM1apneroruharton.awn ,'.zo5.ey i.7iyo SHAH RESIDENCE ORIENTATION SEAL E N S W Project Directory : Index Of Drawings : LOCATION PLAN . NOTTOs,,. a9�uaoo>�m�asor m�cnm wamt�awrur.w�wtn ota�smascss a narosms.oa n.we m58;raear�n5rw6i rx� }ppg(.8 A�tSRIB®R WNrIKT iIfS�1i 49��BmBC WNTID' AV1tl�llAlyONOF.SrDrE Y@W�AtIlVN,SY�CW3H. A700 Interior Elevations-Stair to Upper SULLIVAN ENGINEERING CIVIL Storage East Elevation,Details&Plans ISSUE DATES Environmental Consultant See Costal Engineering Documents A701 Interior Elevations-Stair to Upper U T I L I T Y 7 Parker Road Storage Elevations FIRE PROTECTION Osterville,MA 02655 A702 Interior Elevations-Stair to Upper GARAGE SHOPE RENO WHARTON LANDSCAPE :r Architecture 508.428.3344 Tel. Storage Elevations qq�� 18 Marshall Street See Hawk Design Documents A702a Interior Elevations-Stair to Upper Armsfron9-*elf Storage Elevations Pork South Norwalk,Connecticut 06854 COASTAL ENGINEERING CO. A703 Interior Elevations-Closet Below Stairs PLUMBING 203.852.7250 Tel. Civil ARCHITECTURE Plans&Elevations + 203.852.4250 Fax 260 Cranberry Hwy. A704 Interior Elevations-Garage Space Plans rt Orleans,MA 02653 A001 Cover Sheet:Project Directory, Index of Drawings &Elevations ' DeSTEFANO&CHAMBERLAIN 508.255.6511 Tel. A705 Interior Elevations-BreakRm/Ritchenette Structural Engineering A200 Foundation Plan &Closet Plans&Elevations 50 Thorpe Street A210 First Floor Plan A705a BreakRm/Kitchenette Casework y Fairfield,Connecticut 06824 CONCEPTUAL LIGHTING,LLC A706 Interior Elevations-Staff Powder Room 2017.0630-Issued for Building Permit L i g h t i n g Designer A220 Second Floor Plan MECHANICAL 203.254.7131 Tel. 479 Clark Street A230 Roof Plan Plans&Elevations M100 HVAC Plan` South Windsor,Connecticut 06074 A707 Interior Elevations-Open Loft Storage A240 Finish Floor Plans ° ` SHEET TITLE A250 First Floor Reflected Ceiling Plan Plans HAWK DESIGN A708 Interior Elevations-Open Loft Storage 860.644.4358 Tel. A260 Second Floor Reflected Ceiling Plan � Landscape Architect Elevations 39 Pleasant Street A709 Interior Elevations-Closet Plans& sa nay COVER SHEET Sagamore,MA 02561 SYSTEM 7 TECHNOLOGY DESIGN A300 Exterior Elevations-North&East PROJECT DIRECTORY E L E C T R I C A L y '�4 e AV/Security Designer A301 Exterior Elevations-South&West Elevations ` �' INDEX OF DRAWINGS E210 First&Second Floor Electrical Plan ` A900 Millwork-Details o 508.833.8800 Tel. 1 Design Center PI. -Details Boston,MA 02210 A400 Building Sections A901 Millwork ` KENNETH VONA CONSTRUCTION,INC. 978.887.1200 Tel. A500 Wall Sections&Details STRUCTURE Building Contractor A501 Wall Sections&Details S001 General Notes ACOUSTICS 11 Fox Road A502 Wall Sections&Details SI00 Structural Plans Waltham,MA 02451 SH ACOUSTICS,LLC 5300 Sections and Details SHEET NUMBER Acoustician 781.890.5599 Tel. 10 Higgins Drive A600 Window Schedule,Types&Details S301 Sections and Details Milford,Connecticut 06460 A601 Door Types S302 Sections and Details — SITE A602 Door Types&Schedule A U D I O/V I S U A L 203.877.6340 Tel. A603 Door Details LIGHTING East Bay Road 203.286.1427 Mobile A604 Finish Room Schedule L101 Main&Attic Loft Levels Lighting Plan Ostervifle,MA ]OR NAME SHAH RESIDENCE EAST BAY ROAD Osterville, Massachusetts 105 NUMBER 1.617 WORKNOTES gJmes shall he cpraiikred,Vocal Inc pema kkmilka aN shall apyly x dl same aN sknYar cwrJn"u; ax u..dre,a may rexle,y,ga.wre m g are.,angel nv aPecMcamn JidNn.i rasa ace mnN,dPn as skgen mywa-aro xumkynnN nmin�mr:lre.ea.Nem,e,s siee Boo. roimN cas,km M1nn ace„re<ewe<npPer karky,«,ner.„snm,Yre Pla„anwee. „/o,„g Gauge '. � RelnlnrceJ ci„crece led yes autt dawiry}I. gC B�hick reinlmceJ enrcrele paJmg'msMl m<.Verify TwiN HVnC<bcingacv Rwka if Crmrere5hell�aM uu-inW<enxoe 4uvL YrnwaY. . COncrere FimNarinn watl antl bi4p-yPlzal. To Gardiner Lane 41 l'su,ne mea6re<aw-ara<at 9B MmnliMic"mexads. ' 4C fi',M1ickmne�renavlremr�ax- 4D Mwke,smre Padry{-paxmas sM1mvn,axdm�wiM LaMV R/vsN's Dwgs skmed empire wiMaw s8 Ian ecMnmeY cap dual aid mxurwasP aG C.:s paW�g-sre larv6npey izkaw„gs. ome sv Filviclge mmwn"fps 41 n.s k-ne unm keyzvme 4K CMU adid"' 4L some Ppvs 4M mmmdiM INnzk r�u"h Ka. tN S„ne wall capm zryirg rd..u.n.n. 4!) 5 41r sin w.rl 411 Cl sreel mlumn-ze<lmmng glare. Galvanize)meal grace wits m"rgemyexlMMJng. amh.Bnmze Mndratl,Waerer IHSPs',,vNwe Wk<erch. '.. rainma wnd aim-ace watl a'Ikus. gB SMiJ wind nJW K s �a,'avwr<Rl slceeL„mwM ekcuic pi�RbNea aeeq+pnan so VeNcal grain fir IseaJLwM-sparvamids W,Rn. Wind inks assembly-se FG Supcuval PPSL-safiar:iy Olan. 2 hH PaimM wnd sous assembly-Mw„watlmtix. 300 M w�ma<.xrann u;m-paaaN gl smre.I reJ<em,I xgMgaax«uP 6 , 61 ware wind cdumnmri6ssseu-postal.•nag„ad and�,wm-Pare. ',, fits WON crown-palmed llNsh-,yPical. fiN Recessed Wrel wJM1 nett'prxkl+aimN. ', !A Wrvd Ma<ket-sce tlear. 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ISSUE DATES UTILITY GARAGE 2 301 2017.06.30-Issued for Building Permit To Workshop SHEET TITLE ' W FOUNDATION PLAN Foundation Plan A200 1/4"-1'-a. SHEET NUMBER 109 NAME SHAH RESIDENCE EAST BAY ROAD Osterville, Massachusetts ,JOB NUMBER 1617 WORKNOTES {Nuns sFdl Ce c"ns'vderW�'rydca�for items aleMfimlaM shall aPpa'xall sameaN sgrJucavlNxn; alllxe s e mnines area angN ay SpecgkaaandN"m.) g•pedxama Pipe NxxMadsn tlrein.Skym ntlrywel-ap. a IlnderynuM uJRN eery skew Numbs ksrse laD. EC Pdlamd fan Iron huh ripen rcnl"e rapper leark,cmictn Rnrm km ripen JNwelL a) U nurenmbx:igdai�sge Reinfnrttvl mmcrem Deck I—smax dawirgsl. )" Be.h Hunt )n idcirea cnrcrerc Wa mfi�nNeJsme.verYy wqn n�trrnfxvm. In re P am. emmrem amnrg•M<az.in-dace crmrae e..wgmwall.Cmxr gSheN. rvMaWn waN and RvBgy-apical. ToGazdin-rLane - fi•rM1ic4 nine venter Imm�wJl. : an MMwtsmm W�nR-Wain as znmvn,mx4nn wqn La�Nv pe/seta's Owgs Skrymd gra windw sY s4h 41 inn cNmneY cap Jmaq aMmaur wazn '.,. Finish WNnB-see WnarapeYlla trawirgs. Un hnn Y Firelxick-Ws,milmn spla '., 4K GNU zelddid kazkirg '.. nx 44 1 mlzhm. 4N Sum wall cavn gxeg a.wn.n. 40 cap 4r seoMxrm, 4" c gxm caww SA Emel eMumn-see famWg dam. 58 GaWv=mein gram wNa nringn ynd hi,)MI area.amm�ImMmq w,gmx glrsgs),..pine lain eMa. rRainaal wmJ vim-sn wagsatinm. ' eA said wm,a ravel-aqq,. go .a'dwnaa ennr m axxmr ekrmc WnehAdroM1nm eagwr"n ' ,.s min-Wa+eJ. Veniral grain fir nearlkmrdapxwmhM1kwF. samaras asaemuv Wn-:aeh..mv-m. 2 paimN wmw cave -rekr mwagaxen. rd wnM mgama min-Wklma 300 gl Sui NreJ ceder ggMfixare ceukMin. rAsquare wmJ cdumnm FgiHef-psageJ. /4•nagnmra aM crown-pxPlal. fiM Wimd crown-pained fugsh-sydcal. R«nsM kre cairn ogee q„Blcpnimea. fi0 Wml Hacker-tte hail. 61 Sue ring.[*Mpakm. 3 2 1 ItsM. nl gM1ingleJ sweep-sx waN secwn 400 400 00 s sgWrerraame mredawumn-,M. FT wood ma aM naHalma-Wimea, 611 metl wnxl shovers w/mggmflasFxg. MrrazrizN zhaJe-_"_"/Mqn brink fiW WmW Lemrc. ' ` ]A s•Mtt--Mrtd-11umra�rmsMk— ><50'+10" 'm�RN°penWe.aO"`a.+snaewiAddP - ]O INsz.Red nipper des-seen rmfag,vgtleerN. ]E IMz RN caPON open cagey gmNng. OVERALL F.D.STUD TO F.O.STUD ]F I as cWma covWr nepaMMn�M1 daJire. I ]G Red Cedar mJsM.sW051,/r TMWshinBRs uP)M Pn smkalaMaar. - to 51.51, 4'-0 511 15'-0" rt 15'-O" 5�" 41-0" `L 5'-5 2, ]Is RNradar w.n aHgk,:as,mrrw. 11 RN Cedar saJWe nzds ]K N rygercdka i IL Sou d I um Hm. >M R J N aiPvlNlfasaa. 71 Red dar ilgngk satlVe l+p. m4ne seem redogar mi. I SLOPffiI 1AVING- --w. IfI8l 10w10 ES BeEe.-�nir8l'-\I;I;A m _ 1IN�3 aI��1,II' •-r1NvaN�IjI Zaz_LL, II IIIIII See♦LaBnEd-eID pe .Drw I III �' F.lEoIa-1'"fillIx I• I1 Nt I ij IIIII r-I'N;v� lsA n 2C for Infl rmation xsssFA cCFccn1GEE1uuxik:eareal1mm1mMsrscella"ndevdeffldAyrGe eKaWrMe,xaEnn"m�wmarIsm"r NW-lanw„iaJ rWmnenSdazsr„inamu�MbN,„le mbk fim,M�,'H a g "veria MlrPm.Wifi�noreg„ax wmxm"wsc uuulqn,k porx. w.kknel Gmlae<Nskuin rmu 9E_______--_ "GAV, CnIM m Breakrm Kitchen'tte F 5L104 See A'70 torage I Stair to Upper S Garage Space A 7 IO oO O 103 Se A704 0 E 4'-7" 3'-0 IN,OPN G I— a-ewkMdlk m.asg s�atwa ey1 e.�ieq wi nsroux-J"timmmmls;b riaa,M1renrve wed r rcnkdMma. zvwa«amwi.. r,igrewncda a Wga rm MaMd-yardieln idrgq"m.ard.N Naa,<". 11 l I :. 105 s I I f 3"To if —Slope I N1�rNNfN I,,Ii InIItl'l _ .IaII 1 tag 9C u 1Rail —--_____--- ——— Ol- 102 SeeA703 To Main St eeit a vv 1 I I �RNO{�` !�— To Tennis Pvillion Pool House 1 Vertical Gas Furnace- e 22 Risers®7" See M100 for Details / x,haa pueaergwx vxiueE�uT a nv..rm.x me Em so ur N Noerw.:wo fi8..8egp a 0.r6 a85 5o4 Co_ ACC W/ � 1 Land.Arch. SHOPE RENOWHARTON uc Drawl gs O 71 , - � Q -_-_--- Existing Workbench Floor Drain i = OSlrom il Gardiner °i ORIENTATION SEAL 4'7n 417" 30 1" OPN' 0 R.- �10q CIIet1 IEx r.W-r 4, R I �--- SaffC— N e7 I '., S1oii�S ne Tread_ _ .yN - S — _ _ W x I I I L — — — — — — — — — — — — — — — — — — — — — — — — I � � I uxam¢LvcsAavo srRle�rceasoaes AgLS!rNsnw>rrmarsqufltR�Naka. 1 5'-SS" 1' 1S'-1" 15'-1 1 5'-51 t sa:. akaaakaasercas.a�sB�:knz"er�rwmrarraksEs,rsem�_ 2: 2 4'-0" 121 " 1, 4'-0" �" 2IL ' asEsmnatnaE;fk*rs.aasaio'r roitsysmnvvaaorsa�narur,goealkx I I � ,I I � orar-a rsoa[��a�19<rosEs.�sr.wWs•mas��s'�s:3vsav'^nasE 'C B�DPHRA.S•aPlHawarffi�irloox¢etNCE wrt99Ifa9r9Q�'�+aBEtJCM1U81Praw av> rrakaaora ue�sTt©�nsvoaw®,vamltu,�sso¢aka� 50'-10" OVERALL F.O.STUD TO F.O.STUD ISSUE DATES UTILITY GARAGE y 301 2017.06.30-Issued for Building Permit To Workshop SHEET TITLE FIRST FLOOR PLAN First Floor Plan A 1 0 1/4".V-0" SHEET NUMBER .3 ... -- — ^• r � 1 a — ( f 7 e d,, "K w�G w n t A lO t * \i gyp.-• ! 5 ll } ff q �\ C _ r Mr - 1 tr E� v Say something '',. • 309 NAME SHAH RESIDENCE EAST BAY ROAD Osterville, Massachusetts JOB NUMBER 1617 WORKNOTES IN—atoll be cmakkred typical lm items elendfietl aM mall apgyxax same aM sknilara.idlkr�s: ae ktadms maY mn le e.wmkumea are a"augml nr ap urma,rkw:,u.l b•pe—d pipe 5wmladm drain.5kyendrywd-yp. le umkKrmM udliry eery skews.N�myvb sae Teo. 3C PaimeJ GssYm M1ub ppemreceiw copper Wader;arxenwmam kre pipe mrMP.M. )D Drain mcwmettm4aaky JaMaBe KIM T D C � merecedck s" .dw SR 4'tMck reiMmcetl cprcree paJmfi•crid da4ora.Vergy wP— sWcmvactr. mkm kwneg aml tasr-lreq.rermaae A..wM.+wn. ]F sndl. Cnmrere FnmdaMm way anJ ka'dng-typical. Gardiner Lane dA rsmue lreaa:Draw-apical. dR gi�Mr awmuead. A•rnick some vereer Immmll. aD Mwker rmre padnB�WdemxsMwn,mrbm wiJ lankrape A:cM1'1 Dwgs dE SkpM RraMm windw sa dah 4F . mmney caP deny and mawwadi Lsn panne-we WmlrapetiHdawirgs. 4k mu cD 'k" 41 re -Ixyx rzwnn spkas 41 k AN I. 4K MD MdJg ', 9l Same pbs 'rgdrck math vm. r m�ue wan rap�r pi c�Fs m.do re ao s sm.cap smmrm IA u1 em some cmm eel column-see Iramkp pUm. 4e GaWanlaed mclal A..wdh emsgeceynir hkging. se -Brmze Mrdny,Wagaer IH8A43,Moe qFe emk. ', ed w..4ldm-see waysttti"n. ". SMiJ wimJ rapllal raskC. wmd Bawd vd•drw+.,d Painoea anm to Doom eletwt wreAndepnrae w,:ppum drdm-� rdcal grain fir MadMVNaprwmsM16ysM1. '.. Wmd nke assembly-ue AG gvumdal lwn-see hammg aaemldp 2 erF av-mrmwu 300 l w„a cdmun"im-prkanl RI 4eired red cedar 4gM d.ereex�le M1a Squa�ew calumnmkdxb-pdetd. 5/d'IpalMuldrd and town-pd 1. Wmd crown-paimM(Aasn-rygral. ' fiIJ Rxmsed perel wiN ORee WeFde-WimeJ. fin Wnial l"aekm-we derail. Ar suiuea uMnogamaJm. 6R hingleJ sweet/-see wali:e:d.e 400 400 A400 nQ minaMd Race pow. s s"nare rM]'amue eaeed.wppm-pa. T w�ma as and lulums-wimnl, rdno-1 wme anwera w/rapper eamieg. Mrdmem anaeu-ye.vunsanvm ew wmd Lamre. >A 4'haH-muM red cnpperRwm and 9'mud kvkr. 5il)'10" 9'red cppperdwn pipe. rC ] z.Red copper flesnnH wM adveyle. OVERALL F.O.5T D TO F.O.STUD tea.aml tappet aaa-,wm,e.rmg, md. .Red copper open vaky AxMV. � 'ln 2r_7Z 52; 2l_4-11" � 2,4Zp SI1,1 1 S1 ' 1-4�l r I t 1 lrGF 16-8 16-8 212_ 2 'I '-7 aIIffewaa+aa e..ttRm eadrJ c wcnnaplacel manrO m nmaRplpe ceeM®Fs npsientp/Br a-MTh idtl_dn a�hiry des up]/d"m.adW sufsec 7. Red CeJar mnl sni"RlesBsl/Y T.T.W. a i i �j ! nci a�aur aadue rktga:_aea rupperoNet SwM�nwlaum ham.I Ito R<d ceder sM1iyled bsrn. . Cedm sMngle satltlle MP i � .i III yr eenMga ii.eak aMwe.seesee imam.elewlk.w aid la:kyeeela"u B A A B j I plea retuKea mapmbM AC ArtNecteal rasewM-Ste k:edra dmwi 1 jiM , ji 'G Sil layers 4,.1 5/A•ere nred BYPsum WNmways and mli�. _ --- --- CJ TV pmkm-sc imtakw 6a+veps. e fa �6alw wirrbw sA b rxe�i paM-sce dmrl tpw9m N Am A FT Gmdenurt Larwtlm. 14B BNkr E"Inw I I 3X i p dhmv 6b. 14D Meth d cnese. I4L n Mug wet IRF GmMd ah lmake weB whh Jan. �_ I I sw ermgmadu"aH imakekww..sae Teo. 5'-6"KNEE W ILL I 1.H Exhwslwm 5' -KNEE WALL lecvic mecr i I OPEN TO I `3 \ I f / I I I gee tktmtal wn peM. ^Hsl I I BELOW I " \ / I I ^rv', lAe Emm:m W e,pna.Dwer s a ---J L— r ------------y ------- — � ' I I I i I A I 2l_y2 2l_¢Il I 21 z Y-4- z II I A j FIN.OPN'G j Open1/Loft Storage i I , 30 1 To Tennis P onTo Main Street 201 See A708 _ Pool Hous e EE 33-Im -685422 Rises® SHOPE RENOWHAPTONLLG _ I pill I slwpnenwnNm70n.arom t m.xo 3.85 2.7,5o — ———————————— --———————— 1Nximnral Gaz I _ �'I \!i N Fumate-Scc Mlp Deeds / I ORIENTATION SEAL "KNEE WALL I I "KNEE WALL — I I h E I I Closet I 1 202 See A709I'll - I I -N P -N = N P I j A A �_� W IL p.e MU�pl]r�5"OAD�SiriC+l9iDN5 Ad4BON'eiJldln8gP45# OVAL :savdce.Wa�3uosa,kna.amnn:]rs�saDr>ar" ,a�:IkB¢nTBa. e IZ 2'-7" 2�'42 2r4211 12 16l_Bp 16'_B" �2'� 2''42n 214r 2 72' g, a$.� n �TF]a�ses. e�i•�atas> A�erssm �I � I ' � ,I f II: :r�gr>3sCa Aormoxrr�r®�eaaAEA�mcp�ik+gassa�Trm�a 5 0'10" -[ OVERALL F.O.ST D TO F.O.STUD ISSUE DATES '. UTILITY GARAGE 2 307 2017.06.30-Issued For Building Permit ',.. To Workshop SHEET TITLE W SECOND FLOOR PLAN I Second Floor Plan A220 I/a"-r o" SHEET NUMBER DEEP OBSERVATION HOLE LOGS - P115440 ESTIMATED HIGH GROUNDWATER CALCULATION SOIL REMOVAL NOTE SCOPE OF DEMOLITION: ON-SITE DRAINAGE NOTE: NO SCALE (USGS/FRIMPTER METHOD) 1. CONTRACTOR SHALL BE RESPONSIBLE FOR DEMOLISHING AND DISPOSING OFF SITE THE ALL ROOF RUN OFF SHALL BE COLLECTED BY GUTTERS AND DATE OF TESTS: NOVEMBER 15, 2017 REMOVE TOPSOIL AND UNSUITABLE MATERIAL WITHIN FOOTPRINT OF FOLLOWING: EXISTING BUILDINGS, PAVEMENT, WALKWAYS, EXISTING DRAINAGE COMPONENTS NOT DOWNSPOUTS AND REROUTED TO LEACHING RECHARGE BASINS (LRB'S) PERCOLATION RATE : LESS THAN 2 MINUTES PER INCH DROP IN INDEX WELL: # MW-29 ZONE: B DRIP DISPERSAL FIELD DOWN TO "C" HORIZON IN DOH #3 (BELOW BEING UTILIZED, EXISTING SUBSURFACE SEWAGE DISPOSAL SYSTEMS (IN ACCORDANCE W/ NOTE 8), VIA 6" DIA. SDR 35 COLLECTOR PIPE (S=2% MIN.). CONTRACTOR TO THE C HORIZON IN DOH # 1 AND DOH #4 EL. = 17.9f) AND "C" HORIZON IN DOH #4 (BELOW. EL. - 17.6f) DELETERIOUS MATERIALS FOUND DURING EXCAVATION, EXISTING WALLS, FENCES, AND LANDSCAPE CONFIRM LOCATION OF LRB'S/COLLECTOR PIPES WITH ENGINEER PRIOR S� � COASTAL WITNESSED BY : JOHN G. SCHNAIBLE, CEC, R.S. AND REPLACE WITH SAND FILL IN ACCORDANCE WITH NOTE #10. FEATURES NOT BEING UTILIZED OR REPAIRED. TO INSTALLATION AND NOTIFY ENGINEER OF ANY DISCREPANCIES. \� / DONALD DESMARAIS, TOWN OF BARN. BOH, R.S. DATE OF READING: JULY 2017 DEPTH TO GROUNDWATER: 7.7 C).!�P ,/ � NO GROUNDWATER ENCOUNTERED GROUNDWATER LEVEL ADJUSTMENT: 2.0 2. ALL EXISTING WATER, ELECTRIC AND GAS SERVICES TO BE CUT, CAPPED AND ABANDONED. NEW ' __/ / // engineering co. SERVICES CONNECTIONS PROPOSED (SEE PLAN) / / 260 Cranberry Hwy.Orleans,MA 02653 DEEP OBSERVATION HOLE 1 EL = 20.6t � 508.255,6511 P 508.Z55.6700 F DEPTH FROM SOIL COLOR ACTUAL GROUNDWATER LEVEL ® SITE: EL= 4.7 SITE & LANDSCAPE NOTE: LOCUS � � I EAST BAY SURFACE SOIL HORIZON SOIL TEXTURE (MUNSELL) SOIL MOTTLING OTHER ESTIMATED (MAX.) HIGH GROUNDWATER LEVEL: EL= 6.7 PROPOSED GAS AND ASSESSORS MAP 141,WATER SERVICES PARCEL 102 SITE & LANDSCAPE CONTRACTORS TO USE THE LATEST HAWK DESIGN r\" \ 0" - 8" A LOAMY SAND 10 YR 3/2 - p0 14 GARDINER LANE LANDSCAPE PLANS FOR 6LL DETAILED GRADING AND REFER TO THE f \ NOTE: GROUND WATER DETERMINATION BASED ON WATER DEPTH IN TEST o PROPOSED 1,000 GALLON BARBARA L MERRICK II ARCHITECTURAL/STRUCTURAL DRAWINGS FOR ELEVATIONS RELATING TO O p / . 8 - 14„ B LOAMY SAND 10 YR 5/6 - PERC AT 42 HOLES PERFORMED BY CEC JULY 26, 2017 AT 8 EASTBAY ROAD. (P# 1 4 1 PUMP CHAMBER W/ TOP OF FOUNDATION & FINISHED FLOOR ELEVATIONS. REFER TOHYDRAULIC UNIT *** LANDSCAPE PLANS FOR YARD DRAIN DETAILS/LOCATIONS AND RIM / (EL.=17.1f) R=30.00' *APPROX. LOCATION OF FINAL RIM ELEVATIONS, q/)/HO 14" - 122" C FINE SAND 10 YR 6/6 NO LOOSE �, PROPOSED 4m � NO GROUNDWATER `� L=47.12' �, EXISTING SEPTIC SYSTEM 1,500 GALLON PROPOSED 281 x 22'W rA ENCOUNTERED AT A DEPTH C-) (TO BE REMOVED)** TWO-COMPARTMENT PERC-RITE PRESSURED Q I w SEPTIC TANK DOSED LEACHING FIELD DEEP OBSERVATION HOLE 2A EL = 22.3f OF 122" (EL.=10.4t) CONSTRUCTION NOTES �Q�P� FND , G'.q,Q (SEE SHEET C2.5.4) OSTERVILLE, MA rA A D SURFACE PTH M SOIL HORIZON SOIL TEXTURE (MUNSELSOIL LL) SOIL MOTTLING OTHER 1 ICONSTRUCTIONARRANGE A PRECONSTRUCTION CONFERENCE WITH ENGINEER PRIOR TO P��j� � / \ O/�Fif a PROPOMD GENERATOR (CONTRACTOR TO CONFIRM FINAL KEY MAP �Z 10 YR 3 2 _ 2. ENGINEER SHALL INSPECT WHEN THE COMPONENTS OF THE SYSTEM HAVE BEEN INSTALLED. �0 C`� `'9 LOCATION PRIOR TO INSTALLATION) NO SCALE o 0 - 2 A LOAMY SAND / 3. INSTALLER TO PERFORM A WATERTIGHT TEST ON ALL CHAMBERS AND TANKS. TEST TO BE -� Q� �'b Rom? F O WITNESSED BY ENGINEER AND PERFORMED AS FOLLOWS. �1°' 46,BS, = EXISTING 2" - 24" B LOAMY SAND 10 YR 5/6 - - FILL TANKS WITH WATER AND PRESOAK FOR 24 HOURS. J� � ��8 SITE BENCHMARK: U (CONTACT ENGINEER AT START OF PRESOAK) V� ,�� �� 6», \\ REMOVED BE TOP OF CONC. BOUND REFERENCES. x FINE TO MEDIUM CB 24" - 126" C FINE SAND 10 YR 6/6 NO SAND, LOOSE - ENGINEER TO MEASURE WATER LEVEL AFTER PRESOAK IS COMPLETE `� / s�), o `° ry '� \� FND EL.=19.28 (NAVD1988) ASSESSORS 141, PARCEL 104-002 o NO GROUNDWATER - ENGINEER TO RE-MEASURE WATER LEVEL 24 HOURS AFTER PRESOAK J \ 11 GARDINER LANE Z ENCOUNTERED AT A DEPTH - ENGINEER TO RE-MEASURE WATER LEVEL 48 HOURS AFTER PRESOAK �O R,4jB DEED BOOK 29826, PAGE 20 DEEP OBSERVATION HOLE 2B EL - 22.0t OF 126" (EL.=1L8t) C INSTALLER TO PERFORM A CLEARWATER TEST PRIOR TO SYSTEM BEING PLACED INTO SERVICE TO ,� 1 - (94• PROPOSED DEMONSTRATE OPERATION OF SYSTEM. TEST TO BE WITNESSED BY ENGINEER AND BOARD OF �, ,0 20.0 9S.p RESERVE AREA ASSESSORS MAP 141, PARCEL 104-003 5 DEPTH FROM SOIL COLOR HEALTH. PROPOSED LRB ,\� �� q 3' 4i E� SOIL HORIZON SOIL TEXTURE SOIL MOTTLING OTHER �• �i c�0 O c j y (28 L X 22 W) 25 GARDINER LANE v� SURFACE (MUNSELL) 20 L X 14 W X 6 0 1 ^ » PROPOSED TENNIS COURT FENCE E~ �, yq `�� .�' DEED BOOK 29865 PAGE 255 �. " » MIXED YD RIM EL.-19.50 �' i 21.0 y m I (HEIGHT VARIES, SEE HAWK DESIGN PLANS) °?j q 0 - 72 FILL SAND ORGANICS INV. IN-18.00 � 1+ �a CB `� x w ORGANICS PROPOSED TRENCH DRAIN LOTS 1, 2, 3 & 4 SHOWN ON PLAN OF LAND uo 72" - 84" C & SAND 10 YR 6/6 - LOOSE PROPOSED �% / yy 'c! cr, A0 ,. `°� R=43.00' ALONG EDGE OF COURT TITLED "PLAN SHOWING PROPOSED RE-DIVISION NO GROUNDWATER YARD DRAIN / /G �ly ,`�p ENCOUNTERED AT A DEPTH POWER. CONTROLS AND ALARMS RIM=19.50 yr �4 ``. r/ �` L=33.7T RIM EL=19.80 OF LOTS SHOWN ON P.B. AMI PG. 2 & P.B. 563, x w a s'� \ �' `�N A # H-1 > (SEE HAWK PLANS FOR DETAILS) �o PG. 44" PREPARED FOR SAMILJAN & SHAH, A OF 84" EL.=15.Of F, !C/ ' 6 .� PREPARED BY COASTAL ENGINEERING COMPANY A W ( ) 1. CONTRACTOR SHALL PROVIDE ALL REQUIRED ELECTRICAL EQUIPMENT, �9,p Nc 3y i ci w PROPOSED ,% �j�� ?? q 7� ; � i \ / AND DATED JULY 31, 2017. W vs DEEP OBSERVATION HOLE 3 EL = 19.9f CONDUIT, AND WIRING FOR A COMPLETE AND OPERATIONAL SIMPLEX PEASTONE / ��J �. '.�h; ;', r 19.80 \ > PUMP SYSTEM IN ACCORDANCE WITH THE NATIONAL ELECTRIC CODE. / \ , ,. �``�\ �y' PROPOSED LRB 5 �y DEPTH FROM SOIL COLOR 2. POWER AND ALARM WIRING SHALL BE PLACED IN CONDUIT AND RUN CART PATH / �` `� �� ` r '" T19 89 20'L x 14'W x 6'D r� SOIL HORIZON SOIL TEXTURE SOIL MOTTLING OTHER 20. ,� WW SURFACE (MUNSELL) UNDERGROUND TO ALL EQUIPMENT. EXISTING / 3 \ c � � ,, •�� �`� " RIM EL.=22.0f (V.LF.) " " 3, ALL MANUFACTURER SUPPLIED CONTROL AND ALARM PANELS SHALL TREE TO BE / \r y� '�4 , #DOH-2A INV. IN EL=1&30 0 - 24 FILL SAND ORGANICS BE WALL MOUNTED AT THE BUILDING. (LOCATION MUST BE APPROVED REMOVED #DOH-28 \� \ DATUM NOTE: A " " BY OWNER) EXISTING TREES +20.1 20.6 :+ +19.97 24 - 122 C FINE SAND 10 YR 6/6 - LOOSE 4. ALL WORK SHALL BE PERFORMED BY LICENSED ELECTRICIANS. ii +20.3 .o�• ! _/ fi ELEVATIONS SHOWN HEREON ARE NO GROUNDWATER TO REMAIN (TYP.) ii / \ PROPOSED � • _ �, ♦ �O' EX: 16.0 kX` BASED ON THE NORTH AMERICAN ENCOUNTERED AT A DEPTH (SEE HAWK PLAN ii 3 OF 122" (EL.=9.7f) ) / // / SEWER SLEEVE+20.5/ \�,� k� P� + VERTICAL DATUM 1988 (NAVD 1988) DEEP OBSERVATION HOLE 4 EL - 21.1f S •, CC +•5 20.+ /// '� C.O. ,•''1 i PROPOSED � � PATHWAY w DEPTH FROM SOIL COLOR WATER SUPPLY �a 19.80 ° (SEE HAWK PLAN) c c c A SURFACE SOIL HORIZON SOIL TEXTURE (MUNSELL) SOIL MOTTLING OTHER - SCH 40 PVC SLEEVE �� 3 rrti� \ \Nv•C ` -�� - ARCHITECT NOTE. WATER SUPPLY NOTE: ,r 1. \\ FOR MORE INFORMATION REGARDING TENNIS 0 - 42 FILL - - - STONE & SAND PERC AT 42" + / 21'6+ i \ \ Q� �, ' „ (EL.=17,6t) 10'MIN• INSTALL WATER SUPPLY GREATER THAN �\1 WORKSHOP/STUDIO AND ONE BEDROOM M cv z 42 - 140 C FINE SAND 10 YR 6/6 NO LOOSE A / ,� �� SINGLE FAMILY DWELLING SEE LATEST AND / 10 FROM ANY COMPONENTS OF >y i / \ n Q'o r �� LOT 2 GREATEST SHOPE RHENO WHARTON PLANS NO GROUNDWATER SEWER PIPE � / � � J, � ENCOUNTERED AT A DEPTH SEWAGE DISPOSAL SYSTEM. WHERE THE ,�0 ,��,�y� 0 \' �� \ \ " ,o a WATER SERVICE CROSSES THE EXISTING 21 g F is /,�,` / y -'' ISSUED FOR CONSTRUCTION. SEAL DESIGN CALCULA TIONS ) 10'MIN. SEWER OR WHERE THE 10' SEPARATION ? GARDINER LANE OF 140 (EL.=9.4t ? ` 18.8 oo OCCUPANCY: RESIDENTIAL OCCUPANCY LOAD: 200 S.F. PER PERSON IS NOT POSSIBLE PROVIDE A SLEEVE OF 'S'S i / + Q` �' �� $ \ /��• 191, ��N OF Mqs SCHEDULE 40 PVC PIPE OVER THE .y P Sin TENNIS PAVILION AREA = 987f S.F. '� ° PROPOSED WATER SERVICES. SLEEVE TO �,�. „rr / $�°� �� �`'0 19.81fI o� SEAM WORKSHOP/STUDIO AREA = 1,391t S.F. O2, \ ,�� / � T.O.W.:22.97 EXTEND A MINIMUM OF 10' BEYOND S t +�+ iLEY C.O. __l 19.89 p 9• c� U% TOTAL OCCUPANCY = (987 + 1,391) / 200 = 11.9 FORCE MAIN OR SYSTEM COMPONENT ` C.O. � + T 0 W 22.97 HIL DESIGN FLOW. 11.9 PEOPLE AT 10 GAL. PER DAY PER PERSON = 119 GPD WATER SLEEVE - DETAIL (SEE DETAIL). I I� wp\\ - }' LEGEND 'O.4u 5 - PROPOSED 1 BEDROOM DWELLING AT 110 GAL. PER DAY PER BEDROOM = 110 GPD (NOT TO SCALE PROPOSED 6s� RFC �� 1997 • , �' �� F �o�ip ,i3 TOTAL DESIGN FLOW = 229 GPD A/C UNITS \QR�Q. -� `r_� %; 23.1 +2 .62\ EXIS77KG _---•. ,� SEPTIC TANK: 229 GPD X 300% = 687 GAL. - USE 1,500 GAL. TWO-COMPARTMENT SEPTIC TANK, MIN. ALLOWED WATER SLEEVE DETAIL HP � P g, `�J, ■ BOUND SOIL ABSORPTION A 28'L. X 22'W. PERC-RITE DRIP DISPERSAL FIELD CAN LEACH: NOT TO SCALE 20.5 yr 255+ �' CATCH BASIN SYSTEM: VT = (28 X 22) X .74 = 455.8 GPD > 229 GPD REQUIRED PUMP CHAMBER: 1 DAY ABOVE ALARM = 229 GAL. ° a� 2 �f .22.3 �j•I�' � QD DRAIN MANHOLE �j► 1 DOSE = 130 X 2 = 260 GAL. H-20 SQUARE VALVE (��' PROPOSED QS SEWER MANHOLE F-1 SUMP = 434 GAL, FRAME AND COVER BOX Al, � TOTAL = 923 GAL (USE 1,000 GAL PUMP CHAMBER) 4" THREADED PLUG WITH A l N EXISTING TREE -YARD DRAIN QT TELEPHONE MANHOLE SQUARE RECESSED DRIVE,�A V, 28be�2' SEE REMAIN HAWKPLAN) RIM EL.=22.00 ® MANHOLE ~ REQ. LENGTH OF TUBING = 455.8 GPD 1112 = 228 FT, USE 400 FT (MIN.) PER OAKSON MASS. DESIGN MANUAL � j - LOT 4 w 0 a V1 �` 16 RUNS X 28 FT = 448 FT > 400 FT (MIN.) FINISH GRADE = VARIES MAIN STREET FOR MORE INFO ' PROPOSED LRB ® MONITORING WELL FTC r� l USE SINGLE ZONE, SIDE FEED PERC-RITE WITH 1 LATERAL AND 16 RUNS 20'L X 14'W X WD + � pd GAS VALVE INSTALL: ONE ( 1 ) - 28'L. x 22'W. PERC-RITE DRIP DISPERSAL FIELD Vt = 455.8 GPD > 229 GPD REQ'D. �O.00, RIM EL-19.7 f 2 6 D4 WATER VALVE v O ONE ( 1 ) - 1,500 GAL. TWO-COMPARTMENT SEPTIC TANK, MINIMUM ALLOWED 8 CO INV. IN=19.70 �_4 ONE ( 1 ) - 1,000 GAL. PUMP CHAMBER W/ HYDRAULIC UNIT *** CEMENT MASONRY HYDRANT BLOCKS (MORTARED) � PROPOSED LRB ® ELECTRIC METER Q W GENERAL NOTES THREAD TO SPICKET 14' DIA. x 6'D ® PULL BOX n 1 GARBAGE GRINDERS ARE NOT ALLOWED WITH THIS DESIGN. CLEANOUT ADAPTOR PLAN N 3 LOT 1 W/ YARD DRAIN c� 2) THE INSTALLER IS RESPONSIBLE FOR ASSURING THAT COMPONENTS OF THE SEWAGE DISPOSAL SYSTEM ARE DESIGNED » �S6'p6., GARDINER LANE RIM EL.=22.0 ® CABLE TV BOX �t1 WITH SUFFICIENT STRENGTH TO SUSTAIN ALL LOADS TO BE IMPOSED ON THEM. ANY COMPONENT OF THE SYSTEM 4 PVC BELL END W 22,5 ® TELEPHONE BOX SUBJECT TO VEHICULAR TRAFFIC MUST COMPLY WITH A MINIMUM STANDARD OF A.A.S.H.T.O. H-20 WHEEL LOADS. 30 15 0 30 90 / + ` 3) PRIOR TO SETTING ANY SEWAGE DISPOSAL SYSTEM COMPONENT, INSTALLER SHALL VERIFY EXISTING CONDITIONS, CRUSHED STONE ( ' > LIGHTPOST I=••I O INCLUDING ELEVATIONS OF EXIT INVERTS, AND REPORT ANY DISCREPANCIES TO THE DESIGN ENGINEER. MISC. SIGN 1 4) ALL GRAVITY SEWER PIPE SHALL BE 4" DIA. SCH 40 PVC UNLESS OTHERWISE NOTED. THE MINIMUM SLOPE OF 4" DIA. 4" PVC BELL END 8 SCH 40 PVC SHALL BE 0.01 FT/FT. 1 inch - 30 ft. INSPECTION NOTE ■ N 66.5515" W C' POST 0 ^ a 5) NO PART OF THIS DESIGN SHALL BE ALTERED WITHOUT PRIOR APPROVAL FROM THE DESIGN ENGINEER AND THE AGENT WYE BRANCH is �.2a UTILITY POLE N OF THE LOCAL BOARD OF HEALTH. ALL REQUESTS FOR CHANGES SHALL BE MADE IN WRITING PRIOR TO CONSTRUCTION. THE STATE ENVIRONMENTAL CODE TITLE 5 REQUIRES INSPECTIONS 6) THE USE OF ALTERNATE MANUFACTURERS FOR SYSTEM COMPONENTS SHALL NOT BE APPROVED IF THE USE OF THEIR THREAD TO SPIGOT (THIS AREA IS SERVED BY TOWN WATER) _ _ ( LOT 3 GUY POLE O c EQUIPMENT REQUIRES CHANGES IN DESIGN. CLEANOUT ADAPTOR OF THE SEWAGE DISPOSAL SYSTEM BY THE DESIGN ENGINEER. GARDINER LANE GUY WIRE N 7) THE INSTALLER SHALL ASCERTAIN THE LOCATION OF EXISTING UNDERGROUND UTILITIES PRIOR TO EXCAVATION, AND INSTALLATION CONTRACTOR MUST NOTIFY THE DESIGN ENGINEER SHALL PROTECT UTILITIES WITHIN THE WORK AREA DURING CONSTRUCTION. 4" THREADED PLUG W/ PRIOR TO THE START OF INSTALLATION FOR DISCUSSION ON '" 8) THE EXISTING SEWAGE DISPOSAL SYSTEM SHALL BE PUMPED AND REMOVED WITH SURROUNDING CONTAMINATED SOILS CLEANOUT PLUG RAISED NOTE: TREE AND BACKFILLED WITH CLEAN COARSE SAND. REQUIRED INSPECTIONS. F.. ao 9) ALL SYSTEM COMPONENTS SHALL BE MARKED WITH MAGNETIC MARKING TAPE OR A COMPARABLE MEANS IN ORDER TO SIEVE PERCENT PERC-RITE SYSTEM SHALL BE INSPECTED ONCE PER YEAR THE INFORMATION HEREON HAS BEEN PREPARED ACCORDING TO THE W-3 WETLAND FLAG M O LOCATE THEM ONCE BURIED. SIZE PASSING PERPETUAL MAINTENANCE AGREEMENT REQUIRED) REQUIREMENTS OF TITLE 5 OF THE STATE ENVIRONMENTAL CODE FOR SUBSURFACE EDGE of WETLAND w IF APPLICABLE: CLEANOUT DETAIL DISPOSAL OF SANITARY SEWAGE AND LOCAL BOARD OF HEALTH REGULATIONS. O !� w 10) FILL MATERIAL FOR SYSTEMS CONSTRUCTED IN FILL SHALL BE CLEAN GRANULAR SAND, FREE OF ORGANIC MATTER AND # 4 100% OTHER DELETERIOUS MATERIALS. THE SAND SHALL BE GRADED SUCH THAT NOT MORE THAN 45% OF THE SAMPLE, BY # 50 10%-100% NOT TO SCALE FENCE [�� WEIGHT, SHALL BE RETAINED ON THE #4 SIEVE. THE FILL SHALL NOT CONTAIN ANY MATERIAL LARGER THAN 2 INCHES. # 100 0%-20% r"='1 4 THE MATERIAL THAT PASSES THE #4 SIEVE SHALL MEET THE FOLLOWING GRADATION REQUIREMENTS: # 200 0%-5% HYDRAULIC UNIT (SEE THIS SHEET AND SHEET C2.5.4 FOR DETAILS) 28' OVERHEAD UTILITY LINE v) i » *** CONTRACTOR MUST CONFIRM FINAL LOCATION WITH ENGINEER PRIOR PERC-RITE SYSTEM MUST BE INSTALLED BY A CONTOUR Cf) ,4 U 1.5 DIA. SCH 40 PVC FLUSH RETURN PIPE SLOPED DOWN TO INSTALLATION. INSTALL UNIT AND PIPING IN ACCORDANCE WITH --------------------- v1 MANUFACTURER'S REQUIREMENTS - REFER TO COLD CLIMATE NOTES. CERTIFIED INSTALLER APPROVED BY ENGINEER. AIR RELEASE VALVES ______________ DOH #1 CEC TEST HOLE LOCATION WORKSHOP/STUDIO F.F.E.=22.50 0.5% MIN. TO SEWAGE PIPE (FROM HYDRAULIC UNIT) 0 ED _______ r,_ _ ____ ________________ ___ �___________ ONE BEDROOM DWELLING F.F.E.=22.08 I �� (SEE SOIL LOGS) ^ TENNIS PAVILION F.F.E.=23.00 ZABEL FILTER RAISE COVER TO ____________________ ______•.__________-___,_________________ _:_ A RAISE COVERS TO A1800 SERIES WITHIN 6" OF ----------------------------------------------�-------------------------- WITHIN w MODEL 4X22 FINISH GRADE 30" CAST IRON COVER 5 6 OF C7 FINISH GRADEN TO FINISH GRADE `�*-- -�--'� -' "" '-�"'-"-'•"" """'-"-'"'-""-'"'" 'I PROP nccn FINISH GRADE=VARIES FINISH GRADE=19.8f FINISH GRADE=19.7t F.G.=20.Of MAX TO 19.0t MIN. ------ - -- --»---=- --=•- ""'---"--------- 1 TOUR U 9" M ---------------- - ---- ---------- ---- - ---------- MIN. .. 6" IN. AND ------------- - s-------- 4" DIA SCH 40 PVC PIPE : • ' 9 MIN. MINIMUM 3' EARTH 2' MAX. _ _ 20.6f SPOT GRADE O 3, - ,1 '� OR AS REQUIRED BY MASS 3 MAX. " MAX. COVER (TYP) /8�`ATOR192" STONE ------------------------------- ------= ------------- PLUMBING __�_ __ -� N Imo, LIMIT OF WORK/ c� �l v� q CODE •* .: : ' .: ,� 4 DIA SCHN BARRIER CALF DROP:2" min. FLOW 40 PVC PIPE SEDIMENTATION g :. M y •, . 18.00 ----------------------------- -- -- --- - C.O. CLEAN OUT 3" Max. LINE 15.65 1.5" DIA SCH 40 PVC PIPE AS NOTED a 4 10" ---- ------------- ---------------- - - ------- ----- -- C18614-DRIP.dW » 1.5 0 RETURN PIPE (T�HYDRAULIC UNIT) °' - `I - W - WATER SERVICE DRAWING FILE g •, SE 10 SE SEE SHEET C2.5.4 GAS SERVICE _ BE `: BELOW ;, s; INV. EL.=17,2 (MIN.) FOR PERC-RITE DRIP __ _ ATE ---------------- ---------; INV. A.-19.50 • . 16.00 - E - ELECTRIC SERVICE -f8 -�64-� 16.25 , LIQUID DEPTH » LAG PUMP "ON" DISPERSAL FIELD DETAILS -------- INTER CONNECTIVE ROUTE (KVC) DRAWN BY y INV. 8.=19.00 . . 1.,500 GAL ALARM AND PERC-RITE ____ ______________________________________.._______________ I g INV. C.-20.00 COMP. 1 TWO-COMP. COMP. 2 15.so 6 FIELD DIMENSIONS: -. - - - - a SEPTIC TANK 1 •;, SEE SHEET C2.5.4 FOR -. LEAD PUMP "ON" DEPTH TO I ______._ - -- -_.r ---- --- - ' (2/3 VOLUME) ( /3 VOLUME) TYPICAL PUMP TANK AND AND 6» 28 L X 22 W ESTIMATED HIGH ------ ------- --�-�- ( 0 SDR 3 S-2% MIN.)-- -- -- MjB - THE MINIMUM SLOPE FOR ' W/SANITARY - I -_ _ DRAIN PIPECHECKED BY TEES t • HYDRAULIC UNIT DETAIL PUMPS "OFF" GROUNDWATER=11.13 t 6 GE5, - 4" DIA SCH 40 PVC PIPE ----------- ---------- „ 20" YD - YARD DRAIN o0 IS 1/8 PER FT ..•. ,.• .. ;. : `- ---------- ---�1 O •. •• . . , ...:.: ,• FLOOR EL.=11.65 SUMP ESTIMATED HIGH ------ 375 (SEE HAWK PLAN) o v 1. ' SPACING TYP. GM GAS METER O ::, :; •• . • „ GROUNDWATER ( ) `� L=161'f (WORKSHOP/STUDIO) T --_, EL.=6.7f � P.B. PLANT BED U °p L=63'f (ONE BEDROOM DWELLING) COMPACTED BASE GAS BAFFLE USE k-11."_W/ COMPACTED BASE (SEE SOIL REMOVAL NOTE) L=50't (TENNIS PAVILION) W/ 6" LAYER OF APPRO E�R 1,000 GALLON 6" LAYER OF < - CRUSHED STONE EQUIVALENT EFFLUENT DOSING CHAMBER CRUSHED STONE PERPETUAL MAINTENANCE AGREEMENT v C2,o3*4 L=2 t (H-20) (I.D. 8'-4"L x 4'-2"W) LIQUID DEPTH BLOW FLOW DLENE REQUIRED WITH PERC-RITE SYSTEM DRAINAGE & SEPTIC: PERC-RITE DRIP DISPERSAL FIELD LAYOUT TENNIS &AGRARIAN U NOTE: 4 FT 14 INCHES SEE SHEET C2.5.4 FOR PROPOSED SEWAGE DISPOSAL SEE SHEET C2.5.4 FOR MORE INFORMATION o ALL WATER FIXTURES TO BE WATER TESTED BY 5 FT 19 INCHES SYSTEM DETAILS, DRAINAGE DETAILS, ELEVATIONS AND a CONTRACTOR TO VERIFY ALL SEWER EXIT LOCATIONS PRIOR 6 FT 24 INCHES SCHEMATIC FLOW PROFILE PERC-RITE DRIP DISPERSAL FIELD ADDITIONAL INFORMATION. REFER TO SCHEMATIC PROFILE W I OF i SHEETS TO INSTALLATION OF ANY SYSTEM COMPONENTS. 7 FT 29 INCHES ALL INSTALLATIONS MUST CONFORM TO THE MINIMUM REQUIREMENTS OF TITLE 5 NOT TO SCALE VIEW FOR PROPOSED SEWAGE DISPOSAL SYSTEM SIZES, RE-ISSUED FOR REGULATORY REVIEW 01 - 18-2018 A INVERT ELEVATIONS AND ADDITIONAL INFORMATION. c PROJECT NO. w U C18614.00 AIR RELEASE VALVES WITH 1/2" SUPPLY&RETURN MANIFOLD COVERS TO GRADE LOCATED ABOVE DRIP TUBING TO PERC-RITE DRIP TUBING COLD CLIMATE NOTES: GREEN VALVE BOX COVER VALVE BOX INSERTED THROUGH 7" AT FINISHED GRADE HOLE IN FOIL WRAP INSULATION ALLOW MANIFOLDS TO DRAIN FINISH GRADE 1. ALL ATTEMPTS SHOULD BE MADE TO PLACE THE HYDRAULIC UNIT IN A LOCATION WITH AN OPEN SOUTHERN EXPOSURE FOR WARMING PURPOSES. MANIFOLDS AND LATERALS BENEATH 2' 3 DRIP TUBING COVER SHALL 2. ALL PIPES ENTERING AND LEAVING THE HYDRAULIC UNIT SHALL ELBOW VERTICALLY DOWN 90 DEGREES TO A DEPTH BELOW THE FROST LINE PRIOR TO FOIL WRAP INSULATION SHALL BE INSTALLED X 2' FOIL WRAP INSULATION LAID FLAT7Z COASTAL CONSIST 6 MIN CLEAN SAND EXTENDING AWAY FROM THE UNIT HORIZONTALLY. OVER TUBING (PER COLD CLIMATE NOTES) 3. THE SUPPLY AND RETURN LINES SHALL BE INSTALLED BELOW THE FROST LINE, WHEN THIS IS NOT POSSIBLE RIGID FOAM INSULATION (MIN 1"THICK) en 1neerin CO. ::.. 1 COVERED BY 6 LOAM &SEED S S D . SHALL BE PLACED OVER THOSE PIPES THAT ARE ABOVE THE FROST LINE.. ALL LATERALS SLOPE • . • ,:• ••, •• . •• •• , . : . • . ' � . • . LANDSCAPE PLAN) 4 TUBING crdnbeny .Orleans,MA 02653 _ _ _ _ _ _ _._ _ _ _ __ _ _ _'_ _ - ^ _ _ _ , _ _ _ _ Y MANIFOLDS SHALL OUSSAS11 P 5 8,255A=F (SEE LAND N THE VERTICAL SECTIONS OF PIPE THAT TRAVEL THROUGH THE FROST ZONE AND CONNECT THE SUPPLY AND RETURN LINES TO THEM DOWNHILL TO DRIP TU Z RIGID INSULATION BOX FOR SELF DRAINAGE S EXISTING GRADE BE INSULATED SCH 40 PVC PIPE. INSULATION SHALL CONSIST OF FOAM PIPE WRAP INSULATION AND 1" RIGID FOAM INSULATION STRIPS MADE INTO A AROUND VERTICAL PIPES VERTICAL SUPPLY&RETURN BOX, (SEE INSULATION DETAIL) LINES INSULATED (PER 5. FOIL WRAP INSULATION SHALL BE PLACED OVER THE SUPPLY/RETURN MANIFOLDS AND LOOP CONNECTORS SO THAT AT LEAST 1' OF INSULATION >4 ' SOIL HORIZONS A&B t0 BE REMOVED AND RP � av WITH CLEAN SAND MEETING THE REQUIREMEWS FOR 1/2" PVC FLEX EXTENDS EACH DIRECTION BEYOND THE FITTINGS. (SEE INSULATION DETAIL) TOP VIEW COLD CLIMATE NOTES) FILL MATERIAL IN THE STATE CODE RETURN LOCATED 6. AIR RELEASE VALVE ENCLOSURES SHALL BE INSULATED WITH BAGGED STYROFOAM PEANUTS, FOIL WRAP INSULATION, AND RIGID FOAM INSULATION ABOVE DRIP TUBING INSIDE THE LID, (SEE INSULATION DETAIL) MAIN SUPPLY&RETURN LINES r . ESHWT TO ALLOW DRAINAGE 7, ALL LOOPS CONNECTING DRIP RUNS SHALL BE SLIGHTLY ELEVATED (MINIMUM 1" - 2") SO THAT THEY DRAIN INTO THE DRIP TUBING AFTER THE PUMP VALVE BOX INSERTED AIR RELEASE RIGID FOAM INSULATION LOCATED SHUTS OFF. IT IS THE CONTRACTOR'S RESPONSIBILITY TO ENSURE THAT THESE LOOPS STAY ELEVATED DURING AND AFTER THE LOOPS ARE THROUGH 7" HOLE IN VALVES MANIFOLDS AND LATERALS BELOW FROST LINE ***SITE CONTRACTOR TO COORDINATE LOCATION OF IRRIGATION LINES WrH SEPTIC BACKFILLED. FOIL WRAP INSULATION BENEATH FOIL WRAP INSULATION SYSTEM INSTALLER PRIOR TO THE INSTALLATION OF ANY SEPTIC SYSTEM COMPONENT.*** 8. DENSE VEGETATIVE COVER IS TO BE ESTABLISHED OVER THE SUPPLY TRENCH, RETURN TRENCH, MANIFOLDS,AND DRIP TUBING PRIOR TO THE FIRST EXPOSURE TO FREEZING TEMPERATURES. IF VEGETATION CANNOT BE ESTABLISHED THEN THE ENTIRE DRIP DISPERSAL FIELD IS TO BE COVERED WITH FINISHED GRADE PERC-RITE FIELD (28'X22') A THICK LAYER(MINIMUM 6") OF MULCH, STRAW/HAY, OR FROST BLANKET UNTIL SUCH TURF COVER IS ESTABLISHED. FOIL WRAP INSULATION SHALL BE 9. VEGETATION HEIGHT OVER THE DRIP DISPERSAL AREA SHOULD BE A MINIMUM OF 4" - 6"THROUGHOUT THE WINTER MONTHS. INSTALLED AROUND VALVE BOX& STYROFOAM PEANUTS Note: All Perc-Rite components shall be obtained (NOT TO SCALE) ABOVE MANIFOLDS AND LATERALS IN BAG from Oakson,Inc,Gloucester, MA.,978-282-1322 (PER COLD CLIMATE NOTES) NOTES: `s3 SUPPLY AND RETURN LINES w NOTE:THE DRIP TUBING SHALL BE THE LOWEST 1. ALL RIGID AND FLEXIBLE PVC ARE TO BE LOCATED ABOVE THE DRIP LINE TO ALLOW NOTE: CLEAN 1/4" - 1/2" CRUSHED STONE BELOW FROST ZONE(TYP 4). RETURN MANIFOLD ALL DRIP LOOPS ARE TO BE LOCATED 2"ABOVE THE DRIP LINE TO POINT TO ALLOW FOR DRAINAGE FROM BOTH THE THE PIPES TO DRAIN. INSULATE LINES WITH RIGID TO BE LOCATED ABOVE ALLOW FOR THE LOOPS TO DRAIN. r FOAM BOARD WHEN PROPER Z SUPPLY MANIFOLD VERTICAL INSULATED SUPPLY AND RETURN PIPES AIR RELEASE DRIP TUBING TO ALLOW 2. THE AIR RELEASE VALVES SHALL BE PLACED AT THE HIGHEST POINT ON THE SUPPLY DRIP FLEXIBLE FOAM OR RUBBER - w o 1/2" PIPING TO BE VALVE AND RETURN LINE FOR EACH ZONE. 5 LOCATED ABOVE DRIP THE MANIFOLD TO DRAIN 3. EACH ZONE TO HAVE TWO AIR RELEASE VALVES. TUBING PIPE WRAP INSULATION FROST DEPTH CANNOT BE 1" MIN. AROUND VERTICAL PIPES # ACHIEVED. TUBING TO ALLOW THE PRESSURIZED 4. RETURN LINES TO BE CONNECTED TO A RETURN LINE. RADIUS RAM INSE MANIFOLD TO DRAIN + DRIP TUBING + ADAPTERRT RIGID INSULATION BOX x # • VALVE BOX WITH 1/2" MIN - - DRIPC:7r 12' AROUND VERTICAL PIPES VERTICAL INSULATED ' + i + t * RIGID FOAM INSULATION LOOPYP) PVC FIP CROSS SECTION w RETURN PIPE # AIR RELEASE INSERTED UNDER COVER 1/2�� FLEX PVC TUBING ADAPTER a (PER COLD CLIMATE + VALVE • * 4' LENGTH MP) q NOTES +� VERTICAL INSULATED AIR RELEASE INSULATION DETAIL FINISH GRADE * RETURN PIPE (PER COLD CLIMATE VALVES TYPICAL DRIP LOOP CONNECTION (NOT TO SCALE)III 5 1/2" PVC RIGID NOTES) RETURN (NOT TO SCALE) RETURN PIPE MANIFOLD PVC PRIMED TREADED CONNECTION WITH BELOW FROST LINE 1" PVC SUPPLY PIPE SUPPLY AND GLUED TEFLON TAPE BELOW FROST LINE DRIP TUBING 1 PVC RIGID MANIFOL �_ T-0" 6'-0"' T-0" 14'-0" 00 INSTALLATION DEPTH 6" MIN */ 6' DIAMETER(H-20) PRECAST AS PER DESIGN 1/2" PVC FLEX f DRIP CONCRETE LEACHING BASIN. A FOIL WRAP INSULATION SHALL FLEX PIPE TUBING SHOREY LCB-1000-H-20 OR c BE INSTALLED OVER TUBING FORCE MAIN INSTALLATION 1" RETURN ***SITE CONTRACTOR TO COORDINATE ~ 1/211 ADAPTER FITTING 4 EQUAL (PER COLD CLIMATE NOTES) DEPTH TO BE BELOW THE FROST LINE LOCATION OF IRRIGATION LINES WITH SEPTIC 1 SUPPLY \ RETURN (AP) BARBED RAM -��- (TYP) 1/2" SUPPLY PVC FIP INSERT FITTING p STANDARD DRIP SYSTEM (SIDE FEED MANIFOLa), SYSTEM INSTALLER PRIOR TO THE INSTALLATION 3/4" - 1 1/2" DOUBLE z OF ANY SEPTIC SYSTEM COMPONENT.*** TYPICAL MANIFOLD CONNECTION CONNECTING DRIP TUBING TO FLEXIBLE PVC PIPE WASHED CRUSHED STONE (NOT TO SCALE) Ste' (NOT TO SCALE) " (TYPICAL ALL DRAINAGE 20"-0 RECHARGE BASINS) FLOWMEI'ER (20' L x 14'W x 6' D, ) (14' DTA, x 6' D) ���P�IH OF SUPPLY VALVE o SEAS DISC FILTERS TYPICAL DETAILSOF LEACHING RECHARGE BASIN (LRB) r Y C11�`, . FIELD FLUSH VALVE NOT TO SCALE �/8T UPS `` A �fi t� �` wr- "", HYDRAULIC � F�' r�A� � HOUSE UNIT 1 1/2" GRAVITY RETURN 26" HEAVY DUTY CAST IRON FRAME& s TO SEPTIC TANK s (0.5% MIN. SLOPE) COVER OR YARD DRAIN (SEE HAWK PLAN) PRECAST CONC. RISERS W/ SEALED JOINTS FLUSH RETURN FROM HU TO FINISH GRADE 4 MIL POLY OVER A 4" RADE W FIELD LAYER OF 1/8"TO 1/2" STONE '•�j i i i i i�• I I a BACKFLUSH VALVE SUPPLY .04 1" RETURN SEPTIC TANK/ RETURN 6 DIA. SDR 35 PVC UNLESS OTHERWISE 3/4"TO 1 1/2" DOUBLED WASHED STONE a TREATMENT TANK PUMP SUPPLY TO PRECAST � l 1 1/2" SUPPLY FROM CHAMBER HYDRAULIC UNIT NOTED ON PLAN AT LEACHING RECHARGE CONCRETE V O ~ PUMP CHAMBER 1 SUPPLY BASINS z LEACHING --' BASIN H-20 SIEVE PERCENT 1.4 C"y SRE PASSING w ROOF DRAIN COLLECTOR PIPES FROM .. # 50 10%-0100% PERC-RITE HYDRAULIC UNIT (15 GPM) DRAIN SPOUTS USE 6"DIA. SDR 35 4'-0" 6'-0" 4'-0" # 100 0%-20% (NOT TO SCALE) TYPICAL SYSTEM HYDRAULIC PROFILE PVC (TYPICAL) #2001 0!±! H (NOT TO SCALE) NOTES: (SEE PLAN) INSTALLATION INSTRUCTIONS: �i ✓'� 1. ** DRAINAGE RECHARGE STRUCTURES TO BE PLACED IN CLEAN COARSE SAND. CONTRACTOR TO PERFORM A SOIL TEST AND NOTIFY ENGINEER FOR ON SITE 1. MEASURE THE DISTANCE FROM THE BOTTOM OF THE TANK TO 6" DOWN N FROM THE TOP OF THE RISER CUT THE EXTENSION PIPE (BY OTHERS) INSPECTION OF SOILS PRIOR TO INSTALLATION OF ANY DRAINAGE SY . STEM COMPONENTS. STRUCTURE MAY BE PLACED ABOVE COARSE SAND LAYER PROVIDED TO THE LENGTH NECESSARY REACH THIS HEIGHT. CUT HALF THE CONTRACTOR PERFORMS A 5' SOIL REMOVAL AROUND BASIN DOWN TO THE COARSE SAND HORIZON. REMOVAL TO BE FILLED IN ACCORDANCE WITH NOTE #2 TO TOP a CONTROL UNIT PANEL OF STRUCTURE. (CONTRACTOR SHALL INCLUDE A UNIT COST FOR REMOVAL AND REPLACEMENT IN THE BID PRICE). M Qy N PIPE DOWN 12"TO 18"AWAY FROM THE TOP OF THE PIPE FOR A PUMP MOUNTED IN AN EXTERNALLY 2. FILL MATERIAL FOR SYSTEMS CONSTRUCTED IN FILL SHALL BE CLEAN GRANULAR SAND, FREE OF ORGANIC MATTER AND OTHER DELETERIOUS MATERIALS. THE SAND 06 DISCHARGE PIPE AND ATTACH TO RISER. (SEE DETAIL A) ACCESSIBLE LOCATION SHALL BE GRADED SUCH THAT NOT MORE THAN 45% OF THE SAMPLE, BY WEIGHT, SHALL BE RETAINED ON THE #4 SIEVE. THE FILL SHALL NOT CONTAIN ANY 2. GLUE THE EXTENSION COUPLING (BY OTHERS)TO THE EXTENSION PIPE Detail A 0 (LOCATION MUST BE MATERIAL LARGER THAN 2 INCHES. THE MATERIAL THAT PASSES THE #4 SIEVE SHALL MEET THE FOLLOWING GRADATION REQUIREMENTS: l �, AND TO THE COOL GUIDE. APPROVED BY OWNER PRIOR ►"'�i a 3. FOR REUSE OF EXISTING CONCRETE PUMP CHAMBERS: GLUE ON THE -�- TYPICAL END VIEW OF LEACHING RECHARGE BASIN (LRB) � COOL GUIDE FLAT CAP AND PLACE THE COOL GUIDE FIRMLY IN THE I „ * FINAL LOCATION OF HYDRAULIC UNIT TO INSTALLATION) �•y 12 -18 MUST BE APPROVED BY LANDSCAPE I BOTTOM OF THE TANK. ATTACH THE EXTENSION TO THE RISER WITH I D=THE DAILY DESIGN FLOW FOR THE SITE THE ANCHORS AS SHOWN. ARCHITECT PRIOR TO INSTALLATION GENERAL PERC-RITE DISPERSAL SYSTEM CONSTRUCTION NOTES: w � W 4. FOR USE IN NEW CONCRETE PUMP CHAMBERS: ANCHOR THE FLAT CAP TO THE BOTTOM OF THE TANK IN THE PROPER LOCATION TO HOLD THE SCH 80 UNION RIGID FOAM INSULATION 1. THE SYSTEM SHALL NOT BE INSTALLED IN WET OR FROZEN SOILS. COOL GUIDE AND EXTENSION. THE CAP MAY OR MAY NOT BE GLUED TO FLOAT TREE NO WEEP HOLE CONDUIT TO PANEL 2. DO NOT PARK, DRIVE LARGE EQUIPMENT, OR STORE MATERIALS ON THE DISPERSAL AREA. NO ACTIVITY SHOULD OCCUR ON THE DISPERSAL AREA OTHER THAN a THE DEVICE. ATTACH THE EXTENSION WITH THE ANCHORS AS SHOWN. IF GATE VALVE TO BE DRILLED BY CONTRACTOR THE MINIMUM REQUIRED TO INSTALL THE SYSTEM. 5. PLACE THE PIPE DOPE ON THE COOL GUIDE ADAPTER THREADS AND 3. ALL INSTALLATION AND CONSTRUCTION TECHNIQUES SHALL CONFORM TO THE STATE AND LOCAL CODES PERTAINING TO ON-SITE WASTEWATER SYSTEMS AND THREAD THEM INTO THE PUMP DISCHARGE. JUNCTION BOX THE PERMIT FOR THE SITE. W � 6. ATTACH COOLING COLLAR TO ADAPTER WITH SET SCREW PROVIDED. , �lh HYDRAULIC \1, 4. IF SITE CONDITIONS ARE DETERMINED TO REQUIRE THE INSTALLATION OF THE SYSTEM TO DEVIATE FROM THE DESIGN PLANS,ALL WORK SHALL STOP 7. GLUE PIPE INTO FLOW COLLAR AND WITH PUMP ATTACHED, LOWER CiECK VALVE I_I UNIT* 11=1- IMMEDIATELY AND THE DESIGNER AND INSPECTOR SHALL BE NOTIFIED. ANY ONGOING WORK SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. INTO THE GUIDE TUBE. SUPPLY LINE FLUSH RETURN TO 1 �I1�11111=1 =1 -1\=11= ADAPTER SEPTIC TANK. -. 1 1 •-.. -- ,. -. -. -.. -- 5. DRIP TUBING MAY BE INSTALLED WITH A VIBRATORY PLOW,A STATIC PLOW,A NARROW TRENCHER(< 6 WIDE), BY HAND TRENCHING, OR BY SCARIFYING THE U N 8. ATTACH TO DISCHARGE PIPE, VALVES,AND CONNECT ELECTRICAL AND ATTACH BELOW FROST OR �_ - - - - - - SURFACE AND BEDDING THE DRIP TUBING IN CLEAN SAND MEETING THE REQUIREMENTS FOR FILL MATERIAL IN THE STATE CODE. FOR SAND FILL SYSTEMS, O O SPECIFIED. AS PER INSULATED 11=1=11�11�11= "" " COOLING COLLAR NOTE 1 1 UNDISTURBED UNDISTURBED 6"GRAVEL VERTICAL PIPE TO BE COVER CONSISTING OF 2 OF THE SAME SAND AND THEN TOPSOIL MEETING THE APPROVED DEPTH REQUIREMENT SHALL BE PROVIDED. a A TO HU \' EARTH EARTH :/I INSULATED 6. ALL DRIP TUBING IS TO BE INSTALLED PARALLEL TO THE CONTOUR, 1-1/2" SCH 40 EXTENSION +!' 7. AIR RELEASE VALVES SHALL BE PLACED BELOW THE GROUND SURFACE IN AN INSULATED VALVE BOX BUT AT AN ELEVATION ABOVE THE HIGHEST DRIP LINE IN SCALE .. . AS NOTED A 1=11=11=11% ���ll ill ill�l1,ll 8' OF STATIC LIFT TO HU (MAX) THAT PARTICULAR ZONE. q COUPLING OLLAR(BY ALARM \1=\\::\V*11- �l;ll?ll�ll;ll 8. VEGETATIVE COVER MUST BE REPLACED FOR INSTALLATIONS WHERE IT IS REMOVED OR BURIED DURING INSTALLATION. DRAWING FILE 6�" WATERTIGHT -�l;ll`ll;al FLUSH RETURN 9. ALL CUTTING OF RIGID PVC PIPE, FLEXIBLE PVC,AND DRIP TUBING OF SIZE 2" OR SMALLER SHALL BE ACCOMPLISHED WITH PIPE CUTTERS. NO SAWING IS C18614-DRIP.dwg N OTHERS) 11.\I.\1�11 o SEAL N=11=11=1� ���=ll�ll - SUPPLY ALLOWED. DATE PYC COUPLING PEAK ENA E 11-115\\=' 10. ALL RIGID PVC PIPE, FLEXIBLE PVC PIPE AND DRIP TUBING SHALL HAVE THE ENDS COVERED WITH DUCT TAPE AFTER CUTTING TO PREVENT CONSTRUCTION INLETS INSERT (BY OTHERS) 6' 11 AV:-Z\=1,= PUMP DISCHARGE TO HU DEBRIS FROM ENTERING THE PIPE. DRAWN BY MJB/PMJ DRIP ENA L -11:\\=1�, 11. PRIOR TO GLUING,ALL JOINTS SHALL BE INSPECTED FOR AND CLEARED OF ANY DEBRIS. ALL JOINTS SHALL BE CLEANED AND PRIMED WITH PVC PRIMER PRIOR 0 OFF =11�11=U=11 TO BEING GLUED, CHECKED BY 00 0 0 1�,"\\`\v5-\\,,.�\\' DRIP ENABLE FLOAT ELEVATION o00 0 0 o SEE INSERT 20� ,: :. . - s• . 12. ALL PVC PIPE AND FITTINGS SHALL BE SCH 40. FLOW > 000000000 SCH 40 PVC 16"1 �1=11=11%11;11=1� 13. WHENEVER POSSIBLE,ALL FORCE MAINS SHALL BE TESTED FOR LEAKS PRIOR TO BEING BACK- FILLED BY PRESSURIZING THE SYSTEM AND OBSERVING FOR00 �■■/� �� FLOW COOL GUIDE AND ���1'N=N=,�=1\=1\ PERPETUAL MAINTENANCE AGREEMENT 14. THE HYDRAULIC UNIT SHALL BE PLACED ON TOP OF THE SEPTIC/TREATMENTTANK, PUMP CHAMBER, OR ON A BED OF 4" - 6"THICK 3/4" GRAVEL IN A LOCATIONED OPTIONAL PUMP .\1=N'- REQUIRED WITH PERC-RITE SYSTEM WITHIN 30' OF THE PUMP. ct FLAT CAP ANCHOR BOLT 30' MAXIMUM DISTANCE 15. IF STANDING WATER IS A PROBLEM IN THE VICINITY OF THE HYDRAULIC UNIT,A SCREENED DRAIN TO DAYLIGHT IS REQUIRED. THROUGH END 16. ELECTRICIAN TO PROVIDE SEPARATE CIRCUITS FOR THE PUMP AND CONTROLS/ALARM, OR AS REQUIRED BY STATE AND LOCAL CODES. U° C24P54P4 �? CAP 17. ALL CONDUIT ENTERING THE CONTROL PANEL SHALL BE SEALED AT BOTH ENDS TO PREVENT CONDENSATION OR GASES INSIDE THE PANEL. Cool Guide TENNIS &AGRARIAN PERC-RITE SYSTEM MUST BE INSTALLED BY A o Patent No. 6,262,689 CERTIFIED INSTALLER APPROVED BY ENGINEER DRAIN. & SDS DETAILS . PERC-RITE HYDRAULIC UNIT (15 GPM) TYPICAL PUMP TANK & HYDRAULIC UNIT DETAIL - FOR REGULATORY REVIEW 01- 18-2018 W 2 OF SHEETS (NOT TO SCALE) (NOT TO SCALE) RE ISSUED a PROJECT NO.w � C18614.00