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0097 OLD MILL ROAD - Health
ti 97 Old Mill Road Osterville A 141 — 050 1 W ' 1 v T�OQWIN OF BARNSTABLE OC ATION �'�"� SEWAGE# O VILLAGE 6 4-e AS ESSOR'S MAP&PARCEL INSTALLER'S NAME&PHONE NO. SEPTIC TANK CAPACITY \ �"�-- LEACHING FACILITY:(type) (size) NO.OF BEDROOMS OWNER PERMIT DATE: D iS v ®0 COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility(If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet FURNISHED BY CB oz WOOLED WOWED _ 1 L7• `• _J PRE \ -, ;.:# 1/ p0' ..,.�lypVYt pRQPQSED_ \ f 4 PAYm PAWT \ CA Ir \ \ /'/(LTA^"'_ ¢• % �_, � IOIS � ( � ��� �\ 48.5• / AEH \� ,NA/XHAY � PO L z� � =i� NGl STINGtn1.�/� ;Irzz O g \ /WA pl? SLAB _o.• 2 192.6 t02.. FULL •' � toae� EDGE pD58NG / toga . ,p 1\ �` 1 �--� ' C+s '7 EXISTING HOUR 69�/ A.C. S SCREEN /F.F.#oa / UNIT , G 23't ��`f PORCH WOOD -,� c ... - i 1 � / R las= i EXISTING I GRANITE$ DECK tii •� sr�s'�.. Inn PATIO � f a O - IO2.3 1063. - 10&0 paI 1 101.'! II la O 104.0 \.��soa3. SERRATED BOARD FFNCE / Sri No. Fee I HE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS 4plication for Disposal 6pstem Construction Permit Application for a Permit to Construct( ) Repair( ) Upgrade( ) Abandon( ) ❑Complete System P�Individual Components Location Address or Lot No.1•4f—OS-D Owner's Name,Address,and Tel.No. 1 /trey /�� 13vRKIE- Assessor's Map/Parcel 970Lb0WJt-1- 6577F'Uf-rGC. 97' pST. (33f)7fj3- 342-- I er,'s N ,Add ss,and e� No. '® esigner's Name,Address,and Tel.No. , ff ,aJS v G o mac. __ FAI-MevTrf ee m Ow1��Iw4 �S f� So$ /.cgs= /zz 57 Type of Building: Pont- 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) e ow r,�Pp D L Cf4l3AWA 7`OD L 64 gAWA "�'p Date last inspected: Agreement: The undersigned agrees t�sure t�e c uction and maintenance of th fore described on-site sewage disposal system in accordance with the provisions f Title 5 of the Environme t an o o ace the sys i • a Certificate of Compliance has been issued b this Boar i A Date Application Approved by ® Date Application Disapproved by Date for the following reasons IX of) Permit No. Date Issued No. O Fee t � - `' • -Entered-T com liter:E COMMONWEALTH OF MASSACHUSETTS P , PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes application for Disposal 6pstem Construction Permit ' Application for a Permit to Construct( ) Repair( ) Upgrade( ) Abandon( ) ❑Complete System [`Individual Components { Location Address or Lot No.1,404 D Sb Owner's Name,Address,and Tel.No. Ip1%► e_y /3Prr/ 13v ele F_ Assessor'sMap/Parcel�' 0L L��YI/L` (�STF,Q�LE 97 01,13 M/t L 0.S7. C330f,3_ 3423 l e;, N w Add ss and e�,No `� esigner's Name,Address and Tel.No. �- 3 tt C p,vSr UC it 0 �fi JC— �1,/W& of>civ4mv; v/v4 6 l�A , v Sog 6f9r /22S c Type Building: P000 f Dwelling No.of Bedrooms _6� 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 -a Size of Septic Tank Type of S.A.S. Description of Soil Nature of Repairs or Alterations(Answer when"applicable) r^0")1/ Date last inspected: .% Agreement: + The undersigned agrees to-en e he cons ction and maintenance of 7acethe afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environme t 2.did no o , sys i til a Certificate of Compliance,has been issued b this Boa4%fb 1 i Date r j 1 Application Approved by �/ 0 � Date J k ,Application Disapproved by ZkqDate for the following reasons Permit No. Date Issued ---------------------------- �, THE COMMONWEALTH OF MASSACHUSETTS C �,>r BARNSTABLE,MASSACHUSETTS 4� (CPrtlflLatP of Compliance `. THIS IS TO CER th"t he On- ite Sewa Dis osal p yStem Constructed( ) Repaired( ) Upgraded( ) Abandoned( )by D cJ G / n eu � C- at has been cons cted in ac ce ' with the provisions of Title 5 and the for Disposal System Construction Permit NoY) ed Installer Designer #bedrooms Approved desi flow gpd The issuance of this Irmi�t shal of be construed as a guarantee that the system will �io -as designL Date ,Inspector l -- - - ------------------------------------------------------------ --------------------- No. Feeb3 . THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS Bisposal 6pstem Constiurtiun 13Prmit Permission is hereby granted to Construct( ) Repair( ) Upgrade(�' Abandon( ) System located at and as described in the above Application for Disposal System Construction Permit. The applicant recognized his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided:Construction must be con lete within three years of the date of this pe t. Date ��� Approved by TOWN OF BARNSTABLE LOCATION �% P'�I F Cta- 13-s_ SEWAGE# c4C 0 3 --ram VILLAGE (-�LJ 4At J e7 ASSESSOR'S MAP&PARCEL JZ-(-0®Q!�6 INSTALLER'S NAME&PHONE NO.&iZ-mil ' SEPTIC TANK CAPACITY LEACHING FACILITY:(type) (size) Aft ' °Ff t-GkR, NO.OF BEDROOMS 114r,1:<<tzak- O Z___10 OWNER 'LF PERMIT DATE: L3 COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility(If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Id Feet FURNISHED BY f-W/wuwy14 Lis�4• ••,,,i ���� _ 1 / // -1 1 /r ' use ��,�„ '� �` �; ,,2 b mob. _ f.,�G� � yb 9 �?,. `�,4, . �f Q ne No. ` ` 9 i Fee f 0 THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS appYiration for Misposal 6pstetn Construction Permit Application for a Permit to Construct( ) Repair( ) Upgrade Abandon( ) ❑Complete System RTIndividual Components Location Address or Lot No. 9 7 O LO MILL- Owner's Name,Address,and Tel.No. C 339) 7 93' 0STiE1¢V/�L M%cl�R r,-4. + rNI%w FI&11+a0mr-E Assessor'sMap/Parcel I A I —OSO 24 14*m6'et- 412CFAAA444--j CT' O&E3o Ins Her's Name,Address,and Tel.No.(s'0$) 428—S9lG Designer's Name Address,and Tel.No.(SDB) 44 S—12Z s 8ORT1ao1F 1 Go�sT FAim*�TK J t46I-V iss tj Z S/nn 05" L A/ F/4www Type of Building: Dwelling Nd.of Bedrooms 6' Lot Size Sq 2 3 s sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) 5 sD gpd Design flow provided s 7 57 gpd Plan Date ////9 f/3 Number of sheets V / Revision Date Title �L aT 1>1AA/ — Pl2oA65" &'V2>/770A/ 7 04 ) M14,(— 20 Size of Septic Tank /3,Da Type of S.A.S. jCL*W y/F�1 � "//✓F�LTiQi¢��8 Description of Soil CD S>E . ltx7 b Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of Compliance has been issued by this Board o e e / D. Date Application Approved by Date /a (G 43 Application Disapproved by Date for the following reasons Permit 190. w '� Date Issued (g t! f . a- _ -No. t'o.L llJ 1 _ f Fee `. THE COMMONWEALTROF MASSACHUSETTS Entered in comruter. Yes e j PUBLIC HEALTH DIVISION"-TOWN"OF BARNSTABLE, MASSACHUSETTS ' application for Mi'spo$al 6pstem Construction Permit Application for a PermiiAo Construct( ) aRepair( ) Upgrade(>Y� Abandon(fig) []Complete System ®Individual Componentsy °a � Location Address-or Lot No: 9 -7 O L Q M I L-L Owner's Nam , ddress,and Tel.No. (335) 7 q 3-34 O>TrE)e�lvLE M\C.µAr- I3E-rH 13ur2%4-E Assessor's Map/Parcel 1 p 24, H o m es PL G i?f Fww�ci4 , CT- U 6 S 3 ,Ins ller's Name,Address,and Tel.No.(S6b) 42;4-8524 Designer's Name Address,and Tel.No.(Svg) 4 ti S- 1 22 5 i oR rovo�i r c oNsr F�en-14Y7'� �NG/,��,��G,n�4 2 y S t n i P 5 61v L A/ FA i,n,,cti I `M" ' Type.of Building: X�T ipp o �. ,, Dwelling No.of Bedrooms - 6 Lot Size Jed 3 S sq.ft. Garbage Grinder Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures 'Design Flow(min.required) S' - V.,t gpd „Design flow provided S 7 S gpd Plan Date //�/g �/3 Number of sheets / . Revision Date /2 1S 3 '4 Title PC DT ,r)1 A V - P06—PO -p /4 D,�/T/on! g 7 OLI> /11/L� /1/� Size of Septic Tank /s00 Type of S.A.S. NF/,GT/li4?u�S Description of Soil ('O AY,7 S 2 -5/f7v�a Nature of Repairs or Alterations(Answer when applicable) E'��f�JUCi�' XI ST /3�2 Sys iv 72i 6-9/2. 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 t�e Environmental Code and not to place the system in operation until a Certificate of . Compliance-has be n issued b N Board of He lth. Application D _ - - ate A pp o Approved by _ Date Application Disapproved by Date ;for the following reasons Permit No- c� 9 Date Issued THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired( ) Upgraded - Abandoned( )by /36 1,�70Z G 71 l e n,STD vc 77 G)Al at 9 -7 O t /> /D 14 in has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction.Permit No_-DOl�j dated Installer /3'G.?%U L U 77-1 f', G n�'�%' Designer F/i 1 rlv r Ttl ._...#bedrooms `; �"' _S ,� ? . _._. _ Approved design flow._. �� 7 S. gpd The issuance of this permits all not p e coonstr ed as a guarantee that the system ton designed. Date Inspector ---------------- ------------------------------------------ --------------------------------------------------------------------------- No. Fee �d THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION -BARNSTABLE,MASSACHUSETTS ]Disposal *pstem Construction Permit Permission is hereby granted to Construct( ) Repair( ) Upgrade(1r ) Abandon( ) System located at 197 bL 6 Aj /L` and as described in the above Application for Disposal System Construction Permit. The applicant recognized his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided:Construction /urrs--t be completed within three years of the date of ttiis\pe it. , Dater /V r° Approved ' - -- _- JAN-08-2014 13:11 From:B0RTDLOTTI CONST 5oe4289399 To:15087906304 P.1/1 Town of Barnstable Regulatory Services Richard V.Scan,Juterim Director i R 1 Public Health Division Thomas MrX=i Dlrcctar 200 Main Street,Ryannte,MA O2601 you Sca.190.6304 Offto: 508-862 494 In l!e,g&I)esivigg CUMERAS 1 OEM Data: �"a-1,4 iSowaso PormltN r� 4 9�PuAeseor'e MaplPaKcc1 'r � t InAtslleri �or•�+a "' �.►�' Deslgner" Addrell: o� - "�r`� Address: ' ZZT UA on la 4 I3 ,� o tc�rrs�vz -�rt�►} vas iesuod apermit to install a (di lna senile tlyswem at 97 Old Mill Road based on a design drawn by roan Falmouth Engirieezing, Inc. dated 001.3 esigner X l emti y that the septic system referenced 4bove wasinstalled substantially according to the design, which may include minor writ ed eliango; such as lateral Te ocation of tlao j diatributton box and/or soPtio 1Wk- Strip out (if required) was inspected and dto soils were found setleWoty, �o I certify tlutt tie septic syotom referenced above was installed with major cltanSes (i,o. f gioatcr tbW 1 A lateral relocation of&e SAS or any vertical relocation of nay componec�t in awordance with State& 'Local Regulations. Plan revision or of the aeptitc syete:tt)but cerd,Flod aa..bWt by designer to follow, Strip cut(if required)was impacted and the soils were found oatisfootory, x l cz-afy that stem referenced 4ove was constructed in comp 0c with t]ae tern•Is of iho.1A �frov attars(if applicable) ddICIMELJ. o0 LLl �t eK a tgamture CIVIL Mti.9B96� � . Q)&T6� eazgner a Stgna x eat amp nee W O Mca Rn � IILT I THANK Y Q:1so*u)wjpar cep muntlan Form Rol 8.14.13,doo OS CHECKLIST/QUICK REFERENCE GUIDE for: STANDARD CONDITIONS FOR ALTERNATIVE SOIL ABSORPTION. SYSTEMS WITH GENERAL USE CERIFICATION AND/OR APPROVED FOR , REMEDIAL USE Revised: October 28,2013 ` Applicable to the following Alt. SAS Disposal-Only, . • Contactor,Field Drain Contactor and Recharger;Chambers,by Cultec Inc.'. • Biodiffuser&ARC Chambers,by Infiltrator Systems,Inc. • Infiltrator Chambers,by Infiltrator Systems,Inc. • Eljen MantisM5,by Eljen Corp Alt. SAS Treatment with Disposal-Patented Sand Filters; • Eljen GSF Geotextile Sand Filter System,by E1jen Corp. • Enviro-Septic Leaching System,by Presby Environmental Inc. • GEO-flow Pipe Leaching System,by ADS,Inc. . BEFORE ISSUANCE OF DISPOSAL WORKS CONSTRUCTION PERMIT L/Plan from designing engineer showing that a'conventional system can or cannot feasibly be built with a reserve area,designed in accordance with the standards for,new construction,(page 4 #7 b) [NOTE: . The proposed I/A SAS is allowed to be constructed.regardless of whether it is feasible to construct a conventional system]; 0 Disclosure Notice in the Deed to the property for systems installed under Remedial Use approval letter(pg.2)(NOTE:Not required if a chamber(e.g. Infiltrator)or if a:conventional design 4 calculation is used) It Reserve Area Shown on Plan(pg.4,#7d) (NOTE:Not required if designed with stone and the standard . allowable leaching rates(310 CMR 15.242)per Brian Dudley) - ❑ Proof that the installer and designer have completed training(for Cultec and GEOflow) (pg. 8,418) 0 If non-residential or if residential and greater.than 2,000 gpd,Certification of design by the Company (page 8,#18) IP Certification signed by the Owner of property,-stating that the property Owner:has been provided a . . copy of Title 5 I/A technology approval,the Owner's Manual,and the O&M Manual and the owner agrees., tocomply with all terms and conditions-etc.,(pg. ,(d)i-iv. 9/400 s.f.minimum(using conventional design)if new construction or increase in flow (pg. 5#8) --------------------- --------- -=------------------------------ --------- ------ ----- ------ --, - ------ BEFORE ISSUANCE OF CERTIFICATE�OF COMPLIANCE 0 'Certification by the system Installer and Designer who shall provide, in addition to the,certifications required by Title 5,certifications in writing that the system was constructed in compliance with the terms of the Approval(pg.9,#23) NOTE: This`is a quick reference guide See multiple page"approval letter"document from MA DEP .for complete listing of conditions for the particular system's.approval proposed to be installed: Q:\Application Forms\Cbecklist for STANDARD CONDITIONS.FOR ALTERNATIVE SOIL ABSORPTION SYSTEMS WITH GENERAL USE CERIFICATION AND.doc Town,o f Barnstable : Regulatory Services y� °�, Richard Y.Scah,nterim Director, ({: BARXMABUQfl/l f'ubiis_Pl a;<th Division' _ y .. 16 b`08 Thomas-McKean,Director 2001V'~a►ix Street,Hyannis,M,.4-02603 Office: 508-862-4644 U. Fax: ,SOS-790-6304, Homeowner Certificatiota Fora for Alternative Systems Property Address: ' 7 0 L t) /10 t t- [1 `a 0 5 f TAllc t.J _assessor's MapTarcel: 141 F?oiler y Owners iVame: iCt lf{ L a ��1 ►�' 13 � �: {'- - j In,accordance with Massachusens D:P alternative system approval enters, the following c.,minication ' information is required by the Owner of record. The Owner, of record must,place an A' in the applicable box neat to each line certifying the information. ' Yes NSA ' n I have been provided a copy of the Title 5 11A technology Approval letters: (15 page Standard Conditions letter and the specific technology lettei) +� I have been.provided with the Owner's Manual C .1 have been provided with the Operation and Maintenance Manual ❑ For Systems installed under a Remedial lise..Approval,Lagree to fulfill my' responsibilities to provide a Deed Notice as required by 310 aC_YIR 1.2 87(10) and the Approval For Systems installed under a Remedial Use Approval,I agree to fulfill my responsibilities to provide wri ters notification of the Approval to any new Ownex,'as requi ed by 310 CMR 15.287(5) ' 0 if the.design does not provide for the use of garbage arinde s,thz.restriction is understood and accepted . !X 1 Whether or not covered by a warranty,T understand the requirement to repair,replace,modify or take any other,action as rewired:by the Department or the LA A,if the Department or.the. ` L.,A A determines the System to be failing to protect public health and safety and`one environment;as denned in310 CMR 15.303 i it Ak%t"Ik t-# Al1W i3&a( P3.)rlKf r agree to comply w?Lh all terms and conditions above.' ' F'roperr-Ow roper e I'ro e O-rners SiG iartre. '` Date P / 1°/Ote. Phis' form mist be submitted f alongw{-ith the'septic sys€ears disposal worl-s permit' ' application for all IAA systems including new construction, repairsl'uparades, witli and without af=areaate (stogie). and with conventional desigom criteria or credited desiQ rc criteria: , Q:\SepticiIA noneown ccrfifcabbn. co r 97 01, 1') Commonwealth of Massachusetts ~� Executive Office of Energy & Environmental Affairs Department of Environmental Protection One Winter Street Boston, MA 02108.617-29275500 D=dfa_''=AT!=UC{ 'RICHARE,{ SULUVAN Jai i��rde^n�.r S_cretiary NNi TH i.K I!U,K/1ELL Carr rrris stun;e: APPROVAL FOR GENERAL USE Pursuant to Title 5, 310 CMR 15.000 Name and Address of Applicant: C PnfiMltravff Systems"119IncJ P.O. Box 768 6 Business Park Road Old Saybrook, CT 06475 Trade name of technology and model: High Capacity chamber, Quick4 High Capacity chamber, Quick4 Plus High Capacity chamber (8-inch invert), Quick4 Plus High Capacity chamber (13-inch invert), Standard chamber, Qu1ck4 Standard chamber, Quick4 Plus Standard chamber (5.3-inch invert), Quick4 Plus Standard chamber (8.0-inch invert), Quick4 Plus Standard LP (Low Profile) chamber (3.3-inch invert), Quick4 Plus Standard LP (Low Profile) chamber(8-inch invert), Infiltrator 3050 (Stonn Tech SC- 740) chamber, Equalizer 24 chamber, Quick4 Equalizer 24 chamber, Equalizer 36 chamber, Quick4 Equalizer 36 chamber, Quick4 Equalizer 24 LP (Low Profile) chamber J6 inch invert), and Quick4 Equalizer 24 LP (Low Profile) chamber(2 inch invert) (hereinafter the"System"). Schematic drawings of the System and a design and installation manual are a part of this Certification. This approval allows the installation of the above identified chambers without aggregate. Transmittal Number: X228042 Date of Revision: October 28,2013 Authority for Issuance Pursuant to Title 5 of the State Environmental Code, 3:10 CMR 15.000, the Department of Environmental Protection hereby issues this Certification to: Infiltrator Systems, Inc., P.O. Box 768, 6 Business Park Road, Old Saybrook, CT 06475 (hereinafter "the Company"), for General Use of the System described herein. The sale, design, installation, and use of the System are conditioned on compliance by the Company, the Designer, the Installer and the System Owner with the terms and conditions set forth below. Any noncompliance with the terms or conditions of this Approval constitutes a violation of 310 CMR 15.000. October 28, 2013 David Ferris, Director Date Wastewater Management Program Bureau of Resource Protection This information is available in alternate format.Call Michelle Waters-Ekanem,Diversity Director,at 617-292-5751.TDD#1-866-539-7622 or 1-617-574-6868 MassDEP Website:www.mass.gov/dep Printed on Recycled Paper f i , Infiltrator-chamber- Infiltrator Inc, Approval for General Use Page 2 of 6 I. Design Standards 1. The models listed in Table 1 are covered under this Certification. Table 1: Chamber Dimensions Dimensions Invert Model W x L x H Height Inches Inches Equalizer 24 15 x 100 x 11 6 Quick4 Equalizer 24 16 x 48 x 11 6 Quick4 Equalizer 24 LP (6-inch invert) 16 x 48 x 8 6 > Quick4 Equalizer 24 LP (2-inch invert) 16 x 48 x 8 2 Equalizer 36 22 x 100 x 13.5 6 Quick4 Equalizer 36 22 x 48 x 12 6 Standard Chamber 34 x 75 x 12 6.5 Quick4 Standard 34 x 48 x 12 8 Quick4 Plus Standard (5.3-inch invert) 34 x 48 x 12 5.3 Quick4 Plus Standard (8-inch invert) 34 x 48 x 12 8 Quick4 Plus Standard LP (3.3-inch invert) 34 x 48 x 8 3.3 Quick4 Plus Standard LP (8-inch invert) 34 x 48 x 8 8` Infiltrator 3050 or StormTech SC-740 51 x 85.4 x 30 22.25 High Capacity Chamber 34 x 75 x 16 11 Quick4 High Capacity 34 x 48 x 16 11.5 Quick4 Plus High Capacity (8-inch invert) 34 x 48 x 14 8 Quick4 Plus High Capacity (13-inch invert) 34 x 48 x 14 13 I Includes Infiltrator MultiportTM invert adapter attached to the side of the end cap. Includes Quick4 Plus Periscope adapter attached to the top of the Quick4 Plus All-in- One 8 Endcap. 3 Only systems installed with this invert height shall be allowed to use the effective leaching area associated with this model in Table 2 4 Includes Quick4 Plus Periscope adapter attached to the top of the Quick4 Plus All-in- One 12 Endcap. 2. The System is an open-bottom leaching unit molded from polyolefin resin. It can be installed without aggregate or distribution pipe as an absorption trench or as a bed or field. If the System is installed with stone aggregate then the "Effective Leaching Area" in Tables 2 and 3 is not applicable, and must be designed in accordance with the provisions of 310 CMR 15.000. 3. The total effective leaching area for any Chamber Model shall be calculated by multiplying the Effective Leaching Area per square foot of chamber times the total length of chamber from end cap to end cap including end caps. 4. For new construction or upgrades, the applicant can size the System in a trench configuration,using the effective leaching areas presented in Table 2. s Infiltrator-chamber- Infiltrator Inc. Approval for General Use Page 3 of 6 Table 2: Effective Leaching Area in Trench Configuration for New Construction and Remedial Sites Effective Effective Model Leaching Leaching Area Area SF/LF SF/LF Equalizer 24 3.76 NA Quick4 Equalizer 24 3.90 NA Quick4 Equalizer 24 LP (6-inch invert) 3.90 NA Quick4 Equalizer 24 LP (2-inch invert) 2.78 NA Equalizer 36 4.73 NA Quick4 Equalizer 36 4.73 NA Standard Chamber 6.53 NA Quick4 Standard . 6.96 NA Quick4 Plus Standard (5.3-inch invert) 6.20 NA Quick4 Plus Standard (8-inch invert) 6.96 NA Quick4 Plus Standard LP (3.3-inch invert) 5.65 NA Quick4 Plus Standard LP (8-inch invert) 6.96 NA Infiltrator 3050 or StonnTech SC-740 NA 6.71 High Capacity Chamber 7.79 NA Quick4 High Capacity 7.93 NA Quick4 Plus High Capacity (8-inch invert) 6.96 NA Quick4 Plus High Capacity (13-inch invert) 7.93 5. Effective April 21, 2006, 310 CMR 15.251(1)(b) maximum trench width is 3 feet. 6. Effective leaching area is equal to 1.67 (bottom width + (2x invert height)) for Systems 3 feet or less in width. '. Effective leaching area is equal to 1.0 (3 + (2x invert Height)) for Systems with a width greater than 3 feet. s. The maximum trench width allowed to calculate effective leaching area is 3 feet. 5. Systems installed on remedial sites shall be allowed to utilize the effective leaching areas presented in Tables 2 or 3, or additional reductions in soil absorption system maybe allowed. In no instance shall the reduction in the soil absorption system required in 310 CMR 15.242 exceed the maximum reduction allowed for alternative systems approved in accordance with 310 CMR 15.284. 6. For new construction or an upgrade, the applicant can size the System in bed or field configuration, using the effective leaching areas presented in Table 3. f i i Infiltrator-chamber-Infiltrator Inc. Approval for General Use Page 4 of 6 Table 3: Effective Leaching Area for Bed or Field Configuration New Construction and Remedial Sites Effective Model Leaching9 Area SF/LF Equalizer 24 2.09 Quick4 Equalizer 24 2.23 Quick4 Equalizer 24 LP (6-inch invert) 2.23 Quick4 Equalizer 24 LP (2-inch invert) 2.23 Equalizer 36 3.06 Quick4 Equalizer 36 3.06 Standard Chamber 4.73 Quick4 Standard 4.73 Quick4 Plus Standard (5.3-inch invert) 4.73 Quick4 Plus Standard (8-inch invert) 4.73 Quick4 Plus Standard LP (3.3-inch invert) 4.73 Quick4 Plus Standard LP (8-inch invert) 4.73 Infiltrator 3050 or StormTech SC-740 7.10 High Capacity Chamber 4.73 Quick4 High Capacity 4.73 Quick4 Plus High Capacity (8-inch invert) 4.73 Quick4 Plus High Capacity (13-inch invert) 4.73 9. Effective Leaching area is equal to 1.67 times bottom width only. 7. When the System is used with a secondary treatment unit approved in accordance with 310 CMR 15.284 or 15.288, additional reductions in soil absorption system may be allowed. In these situations the reduction in the SAS cannot exceed the maximum allowed under the secondary treatment units approval. In no instance shall the reduction in the soil absorption system area required in 310 CMR 15.242 exceed the maximum reduction allowed for alternative systems approved in accordance with 310 CMR 15.284. II. Special Conditions 1. The System is an approved Alternative Chamber for use as an Alternative Soil Absorption System. In addition to the Special Conditions contained in this Approval, the System shall comply with all the"Standard Conditions for Alternative Soil Absorption Systems" ("Standard Conditions"), except where stated otherwise in these Special Conditions. 2. New Construction This Certification is for the installation of a System to serve new construction or an existing facility with a proposed increase in flow, for which a site evaluation in compliance with 310 CMR 15.000 has been approved I • Infiltrator-chamber- Infiltrator Inc, Approval for General Use Page 5 of 6 by the Approving Authority and the site meets the siting requirements for new construction, as provided in Paragraph 6 in section II Design and Installation Requirements of the Standard Conditions. 3. Remedial Site This General Use Certification also applies to the installation of a System for the upgrade or replacement of an existing failed or nonconforming system, provided that the facility meets the siting requirements for upgrades, as provided in Paragraph 7 in section II Design and Installation Requirements of the Standard Conditions 4. The System shall be exempt from the minimum inlet spacing requirements of 310 CMR15.253. 5. The System shall have a minimum of one inspection port through the top of one of the chambers. The inspection port shall be capped with a screw type cap and accessible to within three inches of finish grade. 6. When the System is installed in trench configuration, then the system shall comply with these requirements: a) Length (each trench) 100 feet maximum (310 CMR_15.251(1)(a)); b) Width (each trench) 2 feet minimum to 3 feet maximum (310 CMR 15.251(1)(b)). - Chambers greater than 3 feet wide, when specifically approved, are subject to other Special Conditions and limitations; c) The minimum separation distance between any two trenches shall be two times the effective width or depth of each trench, whichever is greater, or where the area between trenches is designated as reserve area, three times the effective width or depth of each trench, whichever is greater (310 CMR 15.251(1)(d)); d) The effective leaching area shall be calculated using the bottom area and a maximum of two feet (per'side) of side wall area for each trench (310 CMR 15.251(1)(e)); e) Trenches shall be situated, where possible, with their long dimension perpendicular to the slope of the natural soil. Where possible they shall follow the contour lines (310 CMR 15.251(2)); f) Trenches constructed at different elevations shall be designed to prevent effluent from the higher trench(es) flowing into the lower trench(es) (310 CMR 15.251(3)); g) The area between trenches may be designated as system reserve area only where the separation distance between the excavation sidewalls of the primary trenches is at least three times the effective width or depth of each trench, whichever is greater (310 CMR 15.251(4)) - Chambers greater than 3 feet wide, when specifically approved, shall be separated by three times the actual width and are subject to other Special Conditions and limitations; and Infiltrator-chamber- Infiltrator Inc, NO Approval for General Use Page 6 of 6 h) Effluent distribution lines exceeding 50 feet in length shall be connected and venting provided in accordance with 310 CMR 15.241 (310 CMR 15.251(11)). 7. When installed in trench configuration, approved Alternative Chambers greater than 3 feet wide: a) shall be installed with a minimum separation distance between any two trenches of two times the actual width of the chamber, or where the area between trenches is designated as reserve area, three times the actual width of the chamber; and b) shall only be entitled to a maximum effective width of 3 feet for the purposes of calculating total effective leaching area. 8. When installed in a bed or field configuration, the System may be installed without distribution piping, but must comply with the following requirements in 310 CMR 15.252: a) the use of leaching beds or fields is restricted to systems with a calculated design flow of less than 5,000 gpd per leaching bed or field (310 CMR 15.252(1)); b) the maximum length of chambers in series shall be 100 feet (310 CMR 15.252(2)(b)); c) separation distance between adjacent beds/fields shall be ten feet (310 CMR 15.252(2)(f)); and d) the effective leaching area shall include only the bottom area, not the sidewalls (310 CMR 15.252(2,(i)). 9. For Systems constructed in fill and installed, the System shall be installed as specified in 310 CMR 15.255- Construction in Fill, except the minimum 15 foot horizontal separation distance to be provided between the soil absorption area and the adjacent side slope shall be measured horizontally from the top of the chamber. lCommonwealth of Massachusetts Executive Office of Energy & Environmental Affairs Department of Environmental Protection One Winter Street Boston, MA 02108. 617-292.5500 D=V/a_L 4-,T;:0C! RICHN-RD K EULUVAN J=S FMi TH"P M �:sA�' 9 7 v.b /r/ /L L, d 57" / K._NN=TH' KNUELL Lie,jLenaviL Sove-rirr C_-n irr•.iss:-inr' Standard Conditions for Alternative Soil Absorption Systems with General Use Certification and/or Approved for Remedial Use Revised: August 27, 2013 These Standard Conditions apply to Alternative Soil Absorption System (Alt. SAS) technologies for disposal-only as well as for technologies providing both treatment and disposal. Currently these approved alternative technologies include the following, Alt. SAS Disposal-Only, • Contactor, Field Drain Contactor, and Recharger Chambers,by Cultec, Inc. • Biodiffuser &ARC Chambers,by Infiltrator Systems, Inc. •�Irifiltr-ator- Chain,_{;be by.Infiltrator Systems, Inc. • Eljen Mantis M5,by Eljen Corp. Alt. SAS Treatment with Disposal - Patented Sand Filters, • Eljen GSF Geotextile Sand Filter System,by Eljen Corp. • GEO-flow Pipe Leaching System, by ADS, Inc. • Enviro-Septic Wastewater Treatment System, by Presby Environmental Inc. • Advanced Enviro-Septic System, by Presby Environmental Inc. An alternative SAS may be appropriate for new construction, increases in flow, or for the upgrade of an existing failing, failed, or nonconforming system where reducing the disturbance of the site is desired. Alternative Disposal-Only technologies approved by the Department may be substituted for conventional SAS's allowed under Title 5. The alternative Chamber technologies, when compared to conventional Title 5 chambers, provide options from some of the Title 5 requirements such as offering plastic instead of concrete chambers and eliminating the need for stone aggregate around the chamber while allowing higher loading rates and reduced effective leaching area. Other options include Chambers installed with aggregate meeting the requirements of Title 5, however Alternative Chambers used with aggregate are not allowed higher loading rates which must remain the same as required by Title 5 for conventional chambers with aggregate. In addition to alternative Chambers, disposal-only approved Alt. SAS technologies also include the Mantis M5 pipe and sand System design. This information is available in alternate format.Call Michelle Waters-Ekanem,Diversity Director,at 617-292-5751.TDD##1-866.539-7622 or 1-617-574.6868 MassDEP Website:wwwrnass.gov/dep Printed on Recycled Paper Standard Conditions for Alternative Soil Absorption Svstems Page 2 of 16 General.Use and Remedial Use Approvals Revised Date: August 27, 2013 Alternative Treatment with Disposal technolo ies approved by the Department refer to alternative leaching systems that have demonstrated higher removal of organics and suspended matter prior to the percolation of wastewater into underlying unsaturated pervious soils when compared to conventional leaching systems. Higher loading rates are allowed than would be permissible with a conventional design and additional relief from other design standards is permissible for upgrades. A System approved under these Standard Conditions consists of a septic tank conforming to the requirements of Title 5, either conventional or I/A approved, followed by the Alt. SAS which may provide for a reduced effective leaching area. The use of an approved Alt. SAS, subject to these Standard Conditions, requires, among other things: • A Disclosure-Notice in the Deed to the property for systems installed under Remedial Use Approval (310 CMR 15.287(10)) (A Deed Notice template is available.from,the Department); • Certifications by the Designer and the Installer (310 CMR 15.021(3)); • Notification within 24 hours by the System Owner to the Local Approving Authority (LAA) of any System failure; • When pumping is required to discharge to the SAS, 24-hour emergency wastewater storage capacity above the elevation of the high level alarm; • System Owner Acknowledgement of Responsibilities, in accordance with these standard conditions and the Technology Approval's Special Conditions. This Approval does not address the use of the following alternative SAS's, which are covered under separate Title 5 I/A Program Approvals: a) Drip Dispersal Systems b) Bottomless Sand Filters Definitions and References The term "System"refers to the approved technology in combination with the other components of an on-site treatment and disposal system that may be required to serve a facility in accordance with 310 CMR 15.000. The term "Approval" or "Certification" refers to these Standard Conditions; the Special Conditions contained in the Technology Approval, the General Conditions of 310 CMR 15.287, and any Attachments. The phrase "new construction" always refers to construction of a new facility or any increase in actual or design flow to any existing system above the approved capacity. The phrase "upgrade of a system" or the term "upgrade" or the term "remedial site" refers to any repair, modification, or replacement of a whole system or a component of an existing failing, failed or nonconforming system where there is no increase in the actual or design flow to the system. Standard Conditions for Alternative Soil Absorption Systems Page 3 of 16 General Use and Remedial Use Approvals Revised Date: August 27, 2013 The Conditions contained herein MUST be read in conjunction with any Special Conditions that are technology-specific. I. Purpose 1. These Standard Conditions shall apply to all Alt. SAS technologies identified in a General Use Certification or a Remedial Use Approval as either a Disposal-Only technology or a Treatment with Disposal technology as listed above. In addition to the Special Conditions contained in the technology-specific Approvals, the System shall comply with all these "Standard Conditions for Alternative Soil Absorption Systems", except where stated otherwise in the Special Conditions. 2. The sale, design, installation, and use of the System shall be subject to these requirements for all systems that submit a complete Disposal System Construction Permit (DSCP) application after the effective date of these Standard Conditions. Existing systems and systems for which a complete DSCP application was submitted prior to the effective date of these requirements shall not be subject to the design and installation requirements, however, the System Owner, the Service Contractor, and the Company shall be subject to all other requirements contained herein. 3.1 With the other applicable permits or approvals that may be required by Title 5, the Approval authorizes the installation and use of the System in Massachusetts. All the provisions of Title 5, including the General Conditions for Alternative Systems (310 CMR 15.287), apply to the sale, design, installation, and use of the System, except those provisions that specifically have been varied by this Approval. 4. Provided that the Local Approving Authority (LAA) approves the System in conformance with the Department's Approval for the System, Department review and approval of the site-specific System design and installation is not required unless the Department detennines on a case-by-case basis, pursuant to its authority at 310 CMR 15.003(2)(e), that the proposed System requires Department review and approval. II. Design and Installation Requirements 1. Where any contradiction may exist in design standards between the Company guidance and the requirements of Title 5 or this Approval, the design shall meet the standards of Title 5 and this Approval unless the Company guidance is more stringent. 2. In accordance with 310 CMR 15.240(6), absorption trenches should be used whenever possible. Accordingly, approved Disposal-Only and Treatment with Disposal Alt. SAS Systems shall be used in trench configuration whenever possible, unless a different configuration is allowed by the Approval(s) Special Conditions. 3. The Alternative System shall include a properly sized and constructed septic tank, designed in accordance with 310 CMR 15.223-15.229 or approved as an Alternative Standard Conditions for Alternative Soil Absorption Systems Page 4 of 16 General Use and Remedial Use Approvals Revised Date: August 27, 2013 technology per 15.280-15.288, connected to the building sewer and followed in series by the approved Alternative Soil Absorption System. 4. The Alternative System shall be installed in a manner which does not intrude on, replace, or adversely affect the operation of any other component of the subsurface sewage disposal system. 5. The Designer shall be a Massachusetts Registered Professional Engineer or a Massachusetts Registered Sanitarian, including when designing systems for repair, provided that such Sanitarian shall not design a system with a discharge greater than 2,000 gallons per day. 6. For new construction or increases in flow, the System shall be subject to the following: a) The System may only be installed in soils with a percolation rate of up to 60 minutes per inch (MPI); b) A site evaluation, in compliance with 310 CMR 15.100 through 15.107, must be approved by the Approving Authority and the site must meet the siting requirements for new construction; c) The record drawings, approved by the LAA, must clearly indicate an area for a full- sized conventional primary SAS and a full-sized conventional reserve area that are for the sole purpose of on-site sewage disposal; . d) Where the System has reduced the effective leaching area, as allowed by the Standard Conditions, the installation shall not disturb the site in any manner that would preclude the future installation of the conventional full-sized primary SAS without encroaching on the reserve area;_and e) Except for the installed SAS, the,System Owner shall not construct any permanent buildings or structures or disturb the site in any manner that would encroach on the area approved for a full-sized conventional primary SAS or the area approved for a full-sized conventional reserve SAS. 7. For the upgrade of a system, the installation of the proposed System shall be subject to the following: a) The System may only be installed in soils with a percolation rate of up to 90 minutes per inch (MPI); b) The LAA must determine there is no increase in the actual or proposed design flow, and also that a conventional system with a reserve area, designed in accordance with the standards for new construction cannot feasibly be built on-site; c) The proposed System must include the approval by the LAA for the upgrade or replacement of all other existing components, as necessary, to comply with the standards of Maximum Feasible Compliance (MFC) of 310 CMR 15.404. d) The record drawings, approved by the LAA, must clearly indicate an area for the best feasible replacement system that could be installed in the event that the proposed Alternative Soil Absorption System fails or it is detennined that it is not capable of providing equivalent environmental protection; Standard Conditions for Alternative Soil Absorption Systems Page 5 of 16 General Use and Remedial Use Approvals Revised Date: August 27,2013 e) When evaluating the best feasible replacement system that could installed in the event that the proposed Alternative Soil Absorption System fails or it is determined that it is not capable of providing equivalent environmental protection, the Designer shall consider these options in the following order: i. a conventional system designed in accordance with the standards of 310 CMR 15.100 through 15.255 that can be built feasibly, with the exception of providing a reserve area (15.248); ii. a conventional system that can only be built feasibly under a Local Upgrade Approval (LUA); iii. where a conventional system cannot be built feasibly under a LUA, a Bottomless Sand Filter, in conjunction with a Secondary Treatment Unit; iv. where a System can only be built feasibly with variances, a System that has been demonstrated to vary the design requirements of 310 CMR 15.000 to the least degree necessary and have the least effect on public health, safety, welfare and the environment (the System may be an Alternative System with variances); or v. a tight tank; f) The installation of the proposed System shall not disturb the site in any manner that would preclude the future installation of the best feasible replacement system that could be installed to replace the proposed System. Components of the proposed System may be sited in an area for the future installation of the best feasible replacement system, provided that it does not render the area unusable for a potential future replacement system; and g) Except for the installed SAS, the System Owner shall not construct any penmanent buildings or structures in the area for the best feasible replacement system that could be installed to replace the proposed System and the System Owner shall not disturb the site in any other manner that would preclude the future installation of the best feasible replacement system. 8. Alternative Design Standard to 310 CMR 15.242(1)(a) Effluent Loading Rates For new construction or increases in flow, the required effective leaching area may be reduced up to 40 percent when using the loading rates for gravity systems of 310 CMR 15.242(1)(a), provided that: a) no variance is granted for a reduction in depth to groundwater; b) no variance is granted for a reduced depth of pervious material; and c) a minimum of 400 square feet of effective leaching area shall be installed if any proposed reduction in the leaching area would result in less than 400 square feet of effective leaching area; (Facilities with small flows that would not require 400 sq.ft. of effective leaching area, when designed in accordance with Title 5, may be built with less than 400 sq. ft. provided that no reduction in effective leaching area is.taken). Standard Conditions for Alternative Soil Absorption Systems Page 6 of 16 General Use and Remedial Use Approvals Revised Date: August 27,2013 9. Alternative Design Standard to 310 CMR 15.242(1)(a) and 15.245(4), Effluent Loading Rates For the upgrade of a system: the System shall be subject to the following: a) For soils with a percolation rate of 60 minutes or less per inch, the size of the SAS may be sized with 40 percent less effective leaching area than required when using the loading rates for gravity systems of 310 CMR 15.242(1)(a); b) For soils with a percolation rate of between 60 and 90 minutes per inch, the size of the SAS may be sized with 40 percent less effective leaching area than required when using the loading rate of 0.15 gpd/square foot as specified by 310 CMR 15.245(4); c) Unless allowed under the Special Conditions for the Technology, no additional reduction in the effective leaching area is allowed under an LUA or a variance that would result in a reduction greater than 40% of that which would be required under 310 CMR 15.242(1)(a) and 15.245(4), respectively. Any other deviations to design standards, except the effective leaching area, may be granted under LUA or a variance; and d) A minimum of 400 square feet of effective leaching area shall be provided if any proposed reduction in the leaching area would result in less than 400 square feet of effective leaching area. Where.400 square feet of effective leaching is not feasible, the greatest effective leaching area shall be installed provided that no more than a 40 percent reduction is taken. 10. Specific Conditions for Treatment with Disposal Alt. SAS Technologies a) The use of aggregate as specified in 310 CMR 15.247 is not allowed with Patented Sand Filters. b) Unless detennined necessary by the Designer or Company, the System shall not be used with pressure distribution for any design flow. When installed for a facility with a design flow of 2,000 gpd or greater, approved Patented Sand Filter Systems are exempt from the requirement for pressure distribution under 310 CMR 15.231. c) Patented Sand Filters shall not be installed in a Nitrogen Sensitive Area (NSA) to serve facilities with actual or design flows of 2,000 GPD or greater since those facilities require installation of a Recirculating Sand Filter (RSF) or equivalent technology. Patented Sand Filters may be installed as a disposal-only alternative technology when used in addition to an approved Secondary Treatment Unit (reduction of BOD/TSS). When a Patented Sand Filter is used in this type of septic system design, 0 ly the reductions permitted in the Secondary Treatment Unit's (STU) alternative technology approval, such as a reduction in SAS,size, depth of naturally occurring pervious material or depth to groundwater, are allowed. 11. Specific Conditions for Disposal-Only Alt. SAS Technologies Standard Conditions for Alternative Soil Absorption Systems Page 7 of 16 General Use and Remedial Use Approvals Revised Date: August 27,2013 a) In a NSA, as defined in 310 CMR'15.215, Alternative Systems serving facilities with actual or design flows of 2,000 GPD or greater must include treatment with a RSF or equivalent technology, as required by 310 CMR 15.202(1). Under this Approval, Disposal-Only Alt. SAS technologies shall not be installed in an NSA to serve facilities with actual or design flows of 2,000 GPD or greater unless installed in conjunction with a RSF or equivalent technology. b) For new construction or upgades, a reduction in the effective leaching area may be taken in accordance with the conditions and limitations imposed by the approval of the Secondary Treatment Unit employed. (approved Alternative Chambers may be installed with or without aggregate for the disposal of effluent from an approved Secondary Treatment Unit, see paragraph 11(e) below.) For upgrades only, a reduction in the depth to groundwater and/or a reduction in the pervious material may be taken in accordance with the conditions and limitations imposed by the Remedial Use Approval of the Secondary Treatment Unit employed. In no case, shall the reductions allowed under the Secondary Treatment Unit approval be made less stringent. In no case, shall the reductions allowed under the Secondary Treatment Unit approval be combined with any reduction provided by this Approval or combined with any reduction that may be allowed under the procedures of Local Upgrade Approval or the variance procedures of 310 CMR 15.401-415. c) For the upgrade of a system, installations without secondary treatment are entitled to reductions in depth to groundwater or depth of naturally occurring pervious material only to the limits that may-be allowed by the LAA under the procedures of Local Upgrade Approval or the variance procedures of 310 CMR 15.401-415. d) The use of aggregate as specified in Title 5, 310 CMR 15.247 is not required. Chambers Specific Standard Conditions, e) The installation of approved Alternative Chambers with aggregate is allowed provided that if complies with the aggregate requirements of 310 CMR 15.247. However, when approved Alternative Chambers are installed with aggregate the reduction in effective leaching area provided by Standard Conditions II (8) and (9) is not allowed. Only when upgrading a system, approved Alternative Chambers installed with aggregate may be allowed a reduction in effective leaching area (up to 25%) under the limitations and procedures of a Local Upgrade Approval (310 CMR 15.401-405). f) Effluent pressure distribution shall be provided for actual or design flows of 2,000 gpd or greater and shall be designed in accordance with Department guidance. The effluent loading rates provided in 310 CMR 15.242(1)(b) for pressure distribution may be utilized, but no reduction in the effective leaching area as may be provided under this Approval may be taken when using the loading rates for pressure distribution, as stated in the regulation. 12. All System control units, valve boxes, distribution piping, conveyance lines and other System appurtenances shall be designed and installed to prevent freezing. Standard Conditions for Alternative Soil Absorption Systems Page 8 of 16 General Use and Remedial Use Approvals Revised Date: August 27,2013 13. When pumping is required to'discharge to the SAS, the System shall be equipped with sensors and high-level alarms to protect against high water due to pump failure, pump control failure, loss of power, system freeze ups, backups, etc. Emergency storage shall be provided when pumping to discharge is employed, including but not limited to, pressure distribution. Emergency storage capacity for wastewater above the high level alarm shall be provided equal to the daily design flow of the System including an additional allowance for the volume of all drainage which may flow back into the System when pumping has ceased. 14. For systems requiring pumping, the System control panel including alarms and controls shall be mounted in a location always accessible to the operator (Service Contractor). System malfunction and high water alarms shall be readily visible and audible for the facility occupants and the Service Contractor and shall be connected to circuits separate from the circuits serving the operating equipment and pumps. 15. The System shall not include any relief valve or outlet for the discharge of wastewater to prevent flooding of the system, back up or break out. 16. Any System structures with exterior piping connections located within 12 inches of or lower than the Estimated Seasonal High Groundwater elevation shall have the connections made watertight with neoprene seals or equivalent. 17. In compliance with 310 CMR 15.240(13), a minimum of one (1) inspection port shall be provided within the SAS consisting of a perforated four inch pipe placed vertically down to the elevation of the SAS interface with the underlying unsaturated pervious soils to enable monitoring for ponding. The pipe shall be capped with a screw type cap and accessible to within three inches of finish grade. (A locking cap at-grade is preferred) Facilities with multiple SAS's shall have an inspection port in each. 18. Upon submission of an application for a Disposal System.Construction Permit (DSCP), the Designer shall ,provide to the Local Approving Authority: a) proof that the Designer has satisfactorily completed any required training by the Company for the design and installation of the Technology; b) certification of the design by the Company for any residential system with a design of 2,000 gpd or more or for any proposed-non-residential system or if required by the Special Conditions for an approved Technology; c) certification by the Designer that the design conforms to the Approval, any Company Design Guidance, and 310 CMR 15.000; and d) a certification, signed by the Owner of record for the property to be served by the Technology, stating that the property Owner: i. has been provided a copy of the Title 5 I/A technology Approval, the Owner's Manual, and the Operation and Maintenance Manual, and the Owner agrees to comply with all terms and conditions; Standard Conditions for Alternative Soil Absorption Systems Page 9 of 16 General Use and Remedial Use Approvals Revised Date: August 27,2013 ii. for Systems installed under a Remedial Use Approval, the owner agrees to fulfill his responsibilities to provide written notification of the Approval to any new Owner, as required by 310 CMR 15.287(5); iii. if the design does not provide for the use of garbage grinders, the restriction is understood and accepted; and iv. whether or not covered by a warranty, the System Owner understands the requirement to repair, replace, modify or take any other action as required by the Department or the LAA, if the Department or the LAA determines the System to be failing to protect public health and safety and the environment, as defined in 310 CMR 15.303. 19. The System Owner and the Designer shall not submit to the LAA a DSCP application for the use of a Technology under this Approval if the Approval has been revised, reissued, suspended, or revoked by the Department prior to the date of application. The Approval continues in effect until the Department revises, reissues, suspends, or revokes the Approval. 20. The System Owner shall not authorize or allow the installation of the System other than by a locally approved Installer and, if required by the Company, a person certified or trained by the Company to install the System. 21. Prior to the commencement of construction, the System Installer must certify in writing to the Designer, the LAA, and the System Owner that (s)he is a locally approved System Installer and, if required by the Company, is certified by or has received appropriate training by the Company. 22. The Installer shall maintain on-site, at all tunes during construction, a copy of the approved plans, the Owner's manual, the O&M manual, and a copy of the Approval. 23. Prior to the issuance of a Certificate of Compliance the following shall be provided: a) the System Installer and Designer must provide certification in writing to the LAA that the System has been constructed in compliance with the terms of the Approval; and b) For System upgrades installed under a Remedial Use Approval the System Owner shall provide a copy of record and/or register the Deed Notice required by 310 CMR 15.287(10), to the LAA. The Deed Notice shall be completed as follows: i. a certified Registry copy of the Deed Notice bearing the book and page/or document number; and Standard Conditions for Alternative Soil Absorption Systems Page 10 of 16 General Use and Remedial Use Approvals Revised Date: August 27, 2013 ii. if the property is unregistered land, a copy of the System Owner's deed to the property as recorded at the Registry, bearing a marginal reference on the System Owner's deed to the property. The Notice to be recorded shall be in the form of the Notice provided by the Department. 24. The Department has not determined that the performance of the System will provide a level of protection to public health and safety and the environment that is at least equivalent to that of a sanitary sewer system. a) If it is feasible to connect a new or existing facility to the sewer, the Designer shall not propose an Alternative System to serve the facility and the facility Owner shall not install or use an Alternative System; and b) When a sanitary sewer connection becomes feasible after an Alternative System has been installed, the System Owner shall connect the facility served by the System to the sewer within 60 days of such feasibility and the System shall be abandoned in compliance with current Code requirements, unless a later time is allowed in writing by the Department or the LAA. III. Operation and Maintenance 1. For Systems with design flows of 2,000 gpd or greater where the effective leaching area installed is less than 75% of that required by Title 5 (310 CMR 15.240(4)), measurement of the depth of ponding within the SAS above the interface with the underlying unsaturated pervious soils shall be performed once per year by means of the inspection port(s) and any other available access to the distribution system. Inspector must be an Approved System Inspector. 2. Whenever.an Alt. SAS system's inspection port ponding depth is measured and indicates the ponding level within the SAS is above the invert of the distribution system, an additional measurement shall be made 30 days later. If the subsequent reading indicates the elevation of ponding within the SAS is above the invert of the distribution system, the System Owner shall be responsible for the submittal to the LAA within 60 days of the follow-up inspection, a written evaluation of the System with recommendations for changes in the design, operation, and/or maintenance. The written evaluation with recommendations shall be prepared by a Designer and the submission shall include all monitoring data and inspection reports for the previous 3 years. Recommendations shall be implemented, as approved by the LAA, in accordance with an approved schedule, provided that all corrective measures are implemented consistent with the limitations described in Paragraph IV.5. 3. For Systems less than 2,000 gpd or facilities where the effective leaching area installed meets the requirements of Title 5, the System shall not be required to be Standard Conditions for Alternative Soil Absorption Systems Page 11 of 16 General Use and Remedial Use Approvals Revised Date: August 27,2013 inspected at any greater frequency than would be required if the facility was served by a conventional system, unless the LAA, Company, or Designer requires more frequent inspection. 4. If at any time a septic system with an Alt. SAS is inspected by a System Inspector, the following shall be recorded, at a minimum: a) date, time, air temperature, and weather conditions; b) observations for objectionable odors; c) observations for signs of breakout of sanitary sewage in the vicinity of the Alternative System; d) depth of ponding within the SAS; e) identification of any apparent violations of the Approval; f) since the last inspection, whether the system had been pumped with date(s) and volume(s) pumped; g) sludge depth and scum layer thickness, if measured; h) when responding to alann events, the cause of the alarm and any steps taken to address the alarm and to prevent or reduce the likelihood of future similar alann events; i) field testing results when performed as part of the site visit; j) samples taken for laboratory analysis and results of previous samples, if any k) any cleaning and lubrication performed; 1) any adjustments of control settings, as recommended or deemed necessary; m) any testing of pumps, switches, alarms, as recommended or deemed necessary; n) identification of any equipment failure or components not functioning as designed; o) parts replacements and reason for replacement, whether routine or for repair; and p) further corrective actions recommended, if any. 5. The System Owner shall maintain copies of any service records or inspection reports and all reports and notifications to the LAA for a minimum of three years. 6. Unless directed by the LAA to take other action, the System Owner shall immediately cease discharges or have wastewater hauled off-site, if at any time during the operation of the Alternative System the system is in failure as described in 310 CMR 15.303(1)(a), items 1 or 2 (sewage backing up into facilities or breaking out to the surface). IV Additional System Owner Requirements 1. For System upgrades installed under Remedial Use Approval, prior to signing any agreement to transfer any or all interest in the property served by the System, or any Standard Conditions for Alternative Soil Absorption Systems Page 12 of 16 General Use and Remedial Use Approvals Revised Date: August 27,2013 portion of the property, including any possessory interest, the System Owner shall provide written notice, as required by 310 CMR 15.287(5), of all conditions contained in the Approval to the transferee(s). Any and all instruments of transfer and any leases or rental agreements shall include as an exhibit attached thereto and made a part of thereof a copy of the Approval for the System. The System Owner shall send a copy of such written notification(s) to the LAA within 10 days of giving such notice to the transferee(s). 2. The System Owner shall not install; modify, upgrade, or replace the System except in accordance with a valid DSCP issued by the LAA which covers the proposed work. 3. Upon detennining that the System is failing to protect public health and safety and the environment, as defined in 310 CMR 15.303, the System Owner shall be responsible for the notification of the LAA within 24 hours of such detennination. 4. In the case of a System that has been determined to be failing to protect public health and safety and the environment, an equipment failure, alann event, components not functioning as designed, components not functioning in accordance with manufacturers' specifications, or violations of the Approval, the System Owner shall provide written notification within five days, describing corrective measures to the local board of health and the Company and may only propose or take corrective measures provided that: a) all emergency repairs, including pumping, shall be in accordance with the limitations and pennitting requirements of 310 CMR,15.353; b) the design of any repairs or upgrades are consistent with the System Approval; c) the design of any repairs or upgrades requiring a DSCP shall be performed by a Designer who is a Massachusetts Registered Professional Engineer or a - - Massachusetts Registered Sanitarian, provided that such Sanitarian shall not design a system with a discharge greater than 2,000 gallons per day. d) the installation of any repairs or upgrades requiring a DSCP shall be done by an Installer with a currently valid Disposal System Installers Pen-nit and, if training is required, the Installer shall be certified by the Company as qualified to install the System. 5. To determine whether cause exists for modifying, revoking, or suspending the Approval or to determine whether the conditions of the Approval have been met, the System Owner shall furnish the Department any information that the Department requests regarding the System, within 21 days of the date of receipt of that request. 6. The Approval shall be binding on the System Owner and on agents, contractors, successors, and assigns, including but not limited to the Designer, Installer, and Service Contractor. Violation of the terms and conditions of the Approval by any of the foregoing persons or entities, respectively, shall constitute violation of the Approval by the System Owner unless the Department determines otherwise. Standard.Conditions for Alternative Soil Absorption Systems Page 13 of 16 General Use and Remedial Use Approvals Revised Date: August 27,2013 V. Company Requirements l. The Approval shall only apply to the model unit(s) with the same model designation(s) specified in the System Approval and meet the same specifications, operating requirements, and plans, as provided by the Company or its authorized agent at the time of the application. Any proposed modifications of the unit(s), installation requirements, or operating requirements shall be subject to the review of the Department for inclusion under a modification of the Approval. The Designer shall be responsible for the selection of the appropriate model unit(s) as applicable. The Company shall be responsible for verification of the appropriate model unit(s) as part of any review of proposed installations that may be required by Paragraph V.3 of these Standard Conditions or the Special Conditions in the Approval. 2. Prior to submission of an application for a DSCP, the Company or its authorized agent shall provide to the Designer and the System Owner: a) All design and installation specifications and requirements; b) An owner's manual and, if alarms are provided, including response procedures; c) A copy of the Company's warranty; and d) If training or certification is required by the Company, lists of qualified Designers, Installers, and Service Contractors. 3. Prior to the submission of an application for a DSCP, for all nonresidential Systems and any System with a design flow of 2,000 gpd or greater, the Company shall submit to the Designer and the System Owner, a certification by the Company or its authorized agent that the design conforms to the Approval and all Company requirements and that the proposed use of the System is consistent with the Technology's capabilities. The authorized agent of the Company responsible for the design review shall have received technical training in the Company's products. 4. If the Company requires trained or certified Designers, Installers, or Service Contractors, the Company or its authorized agent shall make available programs of training and continuing education, as necessary. The Company or its authorized agent shall maintain, annually update, and make available by February 15`l' of each year, lists of trained or certified Designers, Installers, and Service Contractors. If training or certification is required, the Company shall not sell the Technology to an Installer unless the Installer is trained or certified to install the System by the Company. Similarly, if training is required, the Company shall ensure distributors and resellers of the Technology shall not sell the Technology to an Installer unless the Installer is trained or certified to install the System by the Company. 5. As part of any training programs for Designers, installers, or Service Contractors, the Company or its authorized agent shall provide each trainee with a.copy of this Standard Conditions for Alternative Soil Absorption Systems Page 14 of 16 General Use and Remedial Use Approvals Revised Date: August 27, 2013 Approval with the design, installation, O&M, and owner's manuals that were submitted as part of the Approval. 6. The Company shall provide, in printed or electronic format, the System design, installation, O&M, and Owner's manuals, and any updates associated with this System Approval, to the System Owners, Designers, Installers, Service Contractors, vendors, resellers, and distributors of the System. Prior to publication or distribution in Massachusetts, the Company shall submit to the Department for review a copy of any proposed changes to the manual(s) with reasons for each change, at least 30 days prior to issuance. The Company shall request Department approval for any substantive changes which may require a modification of the Approval. 7. Prior to its sale of any System that may be used in Massachusetts, the Company shall provide the purchaser with a copy of this Approval with the System design, installation, O&M, and Owner's manuals. In any contract for distribution or sale of the System, the Company shall require the distributor or seller to provide the purchaser of a System for use in Massachusetts with copies of these documents, prior to any sale of the System. 8. To determine whether cause exists for modifying, revoking, or suspending the Approval or to determine whether the conditions of the Approval have been met, the Company shall furnish the Department any information that the Department requests regarding the Technology within 21 days of the date of receipt of that request. 9. Within 60 days of issuance by the Department of these Conditions and any other revisions to the Approval, the Company shall provide written notification of changes to the Approval to all distributors and resellers of the System. 10. The Company shall provide written notification to the Department's Director of the Wastewater Management Program at least 30 days in advance of the proposed transfer of ownership of the technology for which this Approval is issued. Said notification shall include the name and address of the proposed owner containing a specific date of transfer of ownership, responsibility, coverage and liability between them. All provisions of this Approval applicable to the Company shall be applicable to successors and assigns of the Company, unless the Department determines otherwise. 11. The Company shall maintain copies of: a) the Approval; b) the installation manual specifically detailing procedures for installation of its System; c) an owner's manual and, if alarms are required, including alarm response procedures; d) a copy of the Company's warranty; and Standard Conditions for Alternative Soil Absorption Systems Page 15 of 16 General Use and Remedial Use Approvals Revised Date: August 27,2013 e) if training or certification is required, lists of qualified Designers and Installers. 12. By_April 15th of each year, the Company shall submit a report to the Department, signed by a corporate officer, general partner or Company owner that identifies the specific alternative technology approval for which the annual report is being filed and contains, for the previous calendar year, the following information with the date and address of each event: a) all known violations of the Approval, including Systems not designed, installed, or serviced by qualified contractors; b) any System failures or malfunctions; and c) corrective actions taken, including but not limited to: design changes; installation changes; operation/maintenance changes; monitoring changes; and/or changes in roles and responsibilities for the manufacturer, vendors, designers, installers, operators, and owners. In the absence of any system failures, system malfunctions, or violations, the Company shall submit a letter certifying, to the best of their knowledge, all installed Systems are in compliance. 13. The Company shall maintain the following additional information for `Treatment with Disposal' Systems installed in Massachusetts, and make it available to the Department within 30 days of a request by the Department: a) the address of each facility where the System was installed, the Owner's naive and mailing address (if different), the type of use (e.g. residential, commercial, institutional, etc.), the design flow, the model installed; and b) the installation date, start-up date, current operational status. 14. The Approval shall be binding on the Company and its officers, employees, agents, contractors, successors, and assigns, including but not limited to dealers, distributors, and resellers. Violation of the terms and conditions of the Approval by any of the foregoing persons or entities, respectively, shall constitute violation of the Approval by the Company unless the Department determines otherwise. VI. General Requirements 1. Any System for which a complete Disposal System Construction Permit ("DSCP") Application is submitted while the Approval is in effect, may be permitted, installed, and used in accordance with the Approval, unless and until: a) the Department issues modifications or amendments to the Approval which specifically affect the installation or use of a System installed under the Approval for the System; or Standard Conditions for Alternative Soil Absorption Systems Page 16 of 16 General Use and Remedial Use Approvals Revised Date: August 27,2013 b) the Department, the local approval authority, or a court requires the System to be modified or removed or requires discharges to the System to cease. 2. All notices and documents required to be submitted to the Department by the Approval shall be submitted to: Director Wastewater Management Program Department of Environmental Protection One Winter Street - 5th floor Boston, Massachusetts 02108 3: The Department may suspend, modify or revoke the Approval for cause, including, but not limited to, non-compliance with the terms of the Approval, for obtaining the Approval by misrepresentation or failure to disclose fully all relevant facts or any change in or discovery of conditions that would constitute grounds for discontinuance of the Approval, or as necessary for the protection of public health, safety, welfare or the environment, and as authorized by applicable law. The Department reserves its rights to take any enforcement action authorized by law with respect to the Approval and/or the System against the Company, a System Owner, a Designer, an Installer, and/or Service Contractor. TOWN OF BARNSTABLE �OCATION q7 (6LS t1l LL-WN SEWAGE# 4+Z VILLAGE 'gAJi LLk—s ASSESSOR'S MAP&/PARCEL 1 +[ -QSO INSTALLER'S NAME&PHONE NOr 1tZ.a�[�L&: %i (ryt�:P SEPTIC TANK CAPACITY -1S—6CJ -srL ///0 i � 6 LEACHING FACILITY:(type) --6—fZg-WC-h-- (size) 3A•,4K NO.OF BEDROOMS � I OWNER PERMIT DATE: - i COMPLIANCE DATE: 6 Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility — Feet Private Water Supply Well and Leaching Facility(If any wells exist on site or within 200 feet of leaching facility) - Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) h1 ( Feet FURNISHED BY �f v yf � O 3a r , yG p A: F. r / V No. Q(� — 2 y3 Fee THE CQMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS 0[pplitation for Misposal *pstem Cone"ttion 3pErmit Application for a Permit to Construct( ) Repair( ) Upgrade( ) Abandon( ) IK/Complete System ❑Individual Components Location Address or Lot No.141 -O�/� �+� Owner's Name,Address,and Tel.No. /�,, Assessor's Map/Parcel 9/ 0413 AI`L � (fi /V �/9(r ,nc R�40 r�"� c-c 26-s� InsjjerANe,,Ad15ess,and Tel.No. 77 D si n is Name ddress and Te 6eNo. jam- 4i4S f22� Type of Building: 501 a 3S Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.re uired) 440 gpd Design flow provided gpd Plan Date 7,; -5//2" Number of sheets �� Revision Date Title /`6�T'7►4✓ ?7 GG® -,bA&'16 eAi5� Size of Septic Tank /Sod Type of S.A.S. ✓N /L��/�� Description of Soil e&�5Z Nature of Repairs or Alterations(Answer when applicable)�J� W 434 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 Environme de and not to place the system in operation until a Certificate of Compliance has been issued by this Board of Healt n Si Date �j l Application Approved by IA.. Date Application Disapproved by Date for the following reasons Permit No. 0 1 _ a'( Date Issued tY iP Ar Fee ' THE C94MMOt,PEALTH OF MASSACHUSETTS Entered in computer:1100, Yes PUBLIC HEALTH DIVISION--TOWN';OF, iB ,RNSTABLE, MASSACHUSETTS 2pplication for Disposal *pstem Construction Permit ,4 t j Application for a Permit to Construct( - -Repair( ) Upgrade( ) Abandon( ) VComplete System ❑Individual Components Location Address or Lot No.14 f -QSo Owner's Name,Address,and Tel.No. Assessor's Map/Parcel 97 01-b Al(L e !/aE /V7?W P $p�1�83 �,q,2�c/S7hgGf 2E� In er's Name Address and Tel.No. Designer's Name Address-and Tel.No. 44S- /zzS (� �►� SUS 7�1-9 39S 5[:�Y eJ \ - q3 t n!b V S%-Aq RA 77/ t G/t E+Efi i< Type of Building: '� 56)/ v?3-7 Dwelling No.of Bedrooms L't Size '' sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures , Design Flow(min.required) gpd t Design flow provided 44*1 gpd Plan Date "��Z'j�� Number of sheets 14 Revision Date Title &tT Z 01V 97 OL6 -bA y10 6g494C L Size of Septic Tank /SOD Type of S.A.S. //l/�/L77?.,9 ( Description of Soil 0 Q*?15;E 5y_1 /4) .S/b///11141 Nature of Repairs or Alterations(Answer when applicable) AZ5(AZ ..¢ �Q V97=A. 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 Environme e and not to place the system in operation until a Certificate of i Compliance has been issued by this Board of I>ealth. 1n Signed Date G( (w)e1- \ Application Approved by Date ' Application Disapproved by Date for the following reasons Permit No. Q - Date Issued THE COMMONWEALTH OF MASSACHUSETTS' BARNSTABLE,MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed(�) Repaired( ) Upgraded( ) Abandoned( )by /� �l W t 7 �'/A r•3�y� , at q 77 nL 1) M Lj C67UM4 C=: has been constructed in accordance -with the provisions of Title 5 and the for Disposal System Construction Permit No.'�dated Installer Designer r94Ad07V EA/G//VF jAA f #bedrooms Q Approved de ' ow gpd The issuance of this permit shall not be construed as a guarantee that the syste will funct'ogned. _ Date (1 �'"'1 Inspector ------------------------------ ------- ---------- - ---—. ___ - ---------------------------------------- No. o j ul - 2A 3 Fee , P , THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS 30isposal *pstem Construction 3oermit Permission is hereby granted to Construct(�) Repair( ) Upgrade( ) Abandon( ) System located at 97 d L b /Y /- 44 0 S T4e t/l LG F and as described in the above Application for Disposal System Construction Permit. The applicant recognized his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided:Construction must be completed within three years of the date of this permit. ``nn Date 2_ Approved by ►C " N��s ),j,j 11��f VlAdpr SAs f, CFol boo : 4` Town of Barnstable ti ti ' Regulatory Services Thomas F. Geder, Director AS& M * Public Health Division 9 AS3. i639' s`� Thomas McKean,Director ED MA'S 200 Main Street, Hyannis,MA 02601 ' Office: 508-862-4644 .3 Fax: 508-790-6304 Date: Q '_� Sewage Permit#ate/off -d!ll Assessor's Map/Parcel 1 q a "cD Installer& Designer Certification Form Designer: ►V16LL` -k ` nD Installer: &&b(dk c wffih� 4 Address: (� i LQ UXS E S+�,�.y�,[T� Address: mig o SW M0.6 WS N IS r 1'�--W(,Y On $' q h 6a,(4-o[DAk Dl4" vas issued a permit to install a ' (Ate) (installer) septic system at Q 7 old W I,"(i ; kd, Qskrui t,�based on a design drawn by (address) dated �� �^ (de gner) —T - t V/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. Stripout (if required) was inspected and the soils were found satisfactory. I certify that the septic system referenced above was installed with major changes (i.e. greater than 10' lateral relocation of the SAS or any vertical relocation of any component of the septic system)but in accordance with State & Local Regulations. Plan revision or certified as-built by designer to follow. Stripout (if requ* I ' spected and the soils were found satisfactory. P�ZN Of p4,, _ o MICHAEL BORSELLI u � m (Installer's Signature) 9 No 35054 o a„ A . C�STEP; . At G (IV,,-9 er's Signature) (Affix amp 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. q:\office forms\designercertification form.doc - � �� � -�. �._ �.�, �' +r `y � �s /l/ � ' `�r o/n}Ml �� �� �f�, l�-� _. .' � I r Town of Barnstable P f ' Department of Regulatory.Services J .,► t���, i Public Health DivisionMAW Date« •T40 ^� 200 Main Street,Hyannis MA 02601 Date Scheduled e Tfine�(/ Fee Pd. Soil Suitability Assessment for ► e isp®sal Performed By: Witnessed By: %C! LOCATION& GENERAL INFORMATION PecMl Loca4on Address Owner's Name Address Ply lel X ��3 f�J`�i(�S UE Assessor's Map/Parcel: Engineer's Name fig40alrTX )El(Jee/N �fJ4 NEW CONSTRUCTION REPAIR' - ` N-6CE Telephone# 09<r:�t9s - ma's• 3a2sf�G/ • 1:and Use �t=.��t.:.LI.�,Tt .��5to es 96 �. � _ ' ' ,' �� r Surface Stones dI�1 a e Distance's from: Open Water Body Jr� ft Possible Wet Area-7* g Drinking Water Well TS ft Drainage Wa c � ��g Y ft Property Line — —ft Other ft SIMMTCH:(Street name,dimensions of lot,exact locations of test holes&pare tests,locate wetlands•In proximity to holes) z . . ; Al * .r A4-3 ; A'Lt 1;4 l3cE o 9 ` 1 A Q t Parent material(geologic) OVTW/�t5' II ° Depth to Sedroe>t }SD Depth to Groundwater. Standing Water in Hole:_ 6 Weeping from Pit Fnee- -ObJ Estimated Seasonal High Oroundwater 1 w.4TMD�2 DETERMINATION FOR SEASONAL HIGH WATER TABLE Method Used: ; Depth Observed standing in obs.hole: In. Depth to soil mottles: ht. Dcpth to weeping from side of obs.hole: In. Groundwater Adjustment ft. Index Well# Rcadiog Date: Index Well loyal Adj.&ctor_ Adj.graundwnter]evxi , PERCOLATION TEST Dille- Thna_______ Observation Hole# Time at 4" _ Depth of Pero ., Time at G" �,•� Start Pre-soak Time @w Time(9" G") End Pre-soak Rate Min./lach Site Suitability Assessment: Site Passed�_ Sitr;Failed: Additional Testing Needed(YIN}- Original: Public Health Dmsiou ' ' Observatitin•Hole Data To Be Completed on Back--------- 1 ***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:\S EPTIC\Pl3RCPORM.DOC DEEP.OBSERVATION HOLE LOG Hole# l Depth from Soil Horizon Soil Texture .Sdil Color Soil• Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones;Boulders. 1 to Y.96 Gravel) y 2D r,.5 DEEP OBSERVATION HOLE LOG Hole# 2- Depth from Soil Horizon Soil Texture Soil Color Sail Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. - 4Cojigisency.%G e .V T z" L5 :Zsy 316 DEEP OBSERVATION HOLE LOG Hole# 3 _. Depth from Soil Horizon Soil Texture Soil Color Soil Other' 6 Surface(in.) (USDA) (Munsell) Mottling (Structure;Stones,Boulders. Co i to c OMYCII ; L4L4L ` Q • •T. r e Z.5 V DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Solt Color soil Other Surface(in.) Fyw (USDA) (Munsell) Mottling (Structure,Stones',9oulders. r w Co sit n l ZA S 2.5 711- O„ S Flood Insurance Rate Map: ` / Above 500 year flood boundary No_ Yes .Y_____ Within 500 year boundary No-Nt/— y Yes Within 100 year flood boundary No. Yes Depth of Naturally Occurring Pervious Material Does at least four feet of naturally occurring pervious material exist in all'areas observed throughout the area proposed for the soil absorption system? y f If not,what is the depth of naturally occurring pervious material? Certification I certify that on �1- ,C(date)I have passed the soil evaluator ckarnination approved by the Department of Environmental Protection and that the above analysis was performed by me consistent with . the required training,expertise a experience described in 10 CMR,15.017. Signature Datb 7- 3o "1z Q:\S.RPTIC\11ERCP0RM.D0C HILLSIDE CEMETARY STAKE M PARCEL B TOWN OF NBARNSTABLE 1 SET 28" s.a BENCHMARK: \(l'� PARCEL 18 TOWN OF B RNSTABLE STAKE 114.42'�7.2 6/MAP �EL.185.38AP / ^w MAO't' �.� \ SET WNX _ / 16' o m� o -- ADELHEID/L. WEBER \\ CNA/1L/NK FENCE _ a8.7 zoo I MAPLE may. a STAKE -- DOUBLE � SET �9 �9 \ .�l MAPLE a9.0 \ 100.0 \9B 6\\• \� WOODS" O\°°o\ % CB/DISC ND. 5. CB \ ` ` \\ +ae.a `U FOU FOUND 102.7 \ \ "`^"."a.`- _...,.'..<."' w li WOODED _..�...,• s:• WOODED �� 90.2 EX7FN0 HOW � �I �l - - � "�^ 0 A ♦99.9 � ' ED oE 1�I �\91.u \/ 'Oas.ave.a 2o:76'STUKAOE w FENCE Y is ,..yNY1 2 PINE / U 0' PRE PA PARK/N,G PARCEL 122 CABANA ,,,,,,,,�,.���^""' n/pNARLX/NO � I\ \ � \ o N' Q- \ \ WOODED \ \ �8.7 N/F GATE �o \ \\ \ \ \ e e5.3 / PHILLIP G. PERRY oos i`v 87.s 37.2 uu 5 \ PRa"OSEO 4 � ,rns \o \\\ a•� \\ \ aI4.390.3 101.9 11 103.4 \\ 0 485' \J02 \ PARCEL 50 \ I WALKWAY \ S.50,235t o \\\ \ 1 F I ; 5 0 / EXISTING jIS¶NG/� c, 1oz.z OAK 2_G� _ TAK �/ mzi RA --102 I /_ E /�! > \ I I I S a GASET I I 1 8LE °1- 9'--104-�� \ I a n + C08 \ I 1 I ms i I DOUBLE OAKo- '� 3 c� ,uos Q w �� /FULL `% roa.:f\1 \ I I I I I I I aI0* 13- o I \ 0 �BSMT � vv05CAPE➢ STEP$ O \ I I I I OAK /i�EX1511N ON \ I WOODED ' �z W /O EDGE i0 ty/,AD91T4 � 1,,aascaa�o ` pp I I \\ �\ /EEXISTTIING ' II 1 ; II I II u'K F w o I ,rz a u I\ I ` 1a0'"7PORCH HOUSE #97 EIX ISTING I II I I; Ii I I I IIi I I ` a+s 1051 lozs .F 108.04 AC 23't ::o aG NER 85.0 WOODED O.�`� LOCUS NOT TO SCALE Elos 01:89 EXISTING I I J 1116.Z•I I I I Q GSTEEPPiS,o WOO % DECK I I 1 I I LED J oe PROJECT �I PATIO i I � I I I � O to .LOCATION �Q 103.E I u6.o I ,1 I � it CONC STAKE W 0 i I I / / 1 PAD 1 SET oa.o \,ca.3 SIIAULATED BOARD FENCE I I cH/Dlsc iy ss STAKE 105.7 I I1 I 6.00'FOUND L PP ate' aa.4 qN , Q SET ,ass 255.33' toss I I I J\ 11 CABLE e'q STAKE APPROXIMATE SET \ EAI7S7/NC SAS CONS'STS LOCATION OF 1 , ` I (STAKE \� Lo N OF 6-N/CN C4PAC?Y EXISTING SEPTICPAR q EL 49 /NF/L TRATORS I117h'4'OF SYSTEM /F \ \ 1 \ SET ( STONE ALL AROUND ANO/' I I \ 1 1 `_� NCO B oFSrae19ezoW JOHNI W. WENDELI,- & AMY � � � GOLF I MCBRIDE-WENOELL POND PLOT PLAN — PROPOSED POOL/CABANA FOR #97 OLD MILL ROAD LEGEND PREPARED FOR ---_---- EXISTING 2' CONTOUR y �HOFhJgST BARNSTABLE HARBOR BUILDERS GENERAL NOTES: —IDO-- EXISTING 10' CONTOUR yy��P� 9c IN R1IGHAEL J. OSTERVILLE MA +Ict.s EXISTING SPOT ELEVATION 6ORSELLI 1. HOUSE NUMBER: 97 = CIVIL N PLAN DATE: DECEMBER 8, 2014 PLAN SCALE: 1"=20' o qu.55054,� r 2. ASSESSOR'S NUMBER: MAP 141, BLOCK 050 PP"" EXISTING UTILITY POLE °99cGIsis,'��GL 16" �F7'slomLFN'c V CIYIL ENGINEERING WETLANDS PERMITTING 3. ZONING DISTRICT: RC PINED EXISTING TREE 1< ) Px,MOUT rt� 4. FLOOD HAZARD ZONES: 8 & C (F.E.M.A. MAP 250001 0016D) Cq/OISOUND a CONCRETE BOUND WITH DISC WASTEWATER DESIGN COASTAL ENGINEERING 5. TOPOGRAPHIC INFORMATION COMPILED FROM AN ON THE GROUND SURVEY. STAKE A STAKE SET TITLE 5 PLOT PLANS PIERS AND DOCKS 6. ELEVATIONS SHOWN ARE BASED ON ASSIGNED DATUM. SET LAND USE PLANNING CT�NEERZ COMMERCIAL/RESIDENTAL 20 0 10 20 40 7. LOT COVERAGE BY EXISTING STRUCTURES: 2,898 S.F./50,235 S.F. = 5.8% 1 SeMhg Cape Cod rnd S-uthea eaw Massachusetts 8. LOT COVERAGE BY EXISTING & PROPOSED STRUCTURES: 3,738 S.F./50,235 S.F. 7.4% 29 SIMPSON LANE UNIT 1 — FALMOUTH, MA — 02540 — 508.495.1225 forSCALE: 1 INCH 20 FEET PROJECT NUMBER: 12048 CAD FILE NAME: 12048 POOL DRAWN BY: L.M.,R.J.W. SHEET 1 OF 1 'I r 16'-0" O U) M (y 2'X 10'RIDGE BOARD \/�1 f--- ----------------------1." O I 2•X G°COLLAR TIES WITHIN TOP I/3 .. e'WIDE CONIC.FOUNDATION 1 ,F•"Hf WALL O BE OW WITH BOTTOM I SET 30'BELOW FINISH GRADE I TOP OF RIDGE - - - - AND KEYED TO SLAB - - - - - - - . jSLAB ON GRADE 2-X 8'RAFTERS AT It'O.C. 00 O 9'MIN.CONIC.SLAB f30oo peal00 WITH EXPANSION JOINTS OVER w N • I COMPACTED SOIL I 12)2'X 4"TOP PLATE 2 X 4 P.T.SILL WITH SILL SEAL I O M I AND 5/8'01A.ANCHOR BOLTS I ;; SIMPSON H2.5A - I�1•I+` N WITH A 3'X 3'X lj'PLATE AT EACH i/2 5HEETROCK 2'X 2'^12'O.C. V I I V ASHERS.BOLTS SHALL RAFTER ITYP.) I INS WTALLED IN ACCORDANCE I AND PLASTER A-2 WITH THE GENERAL NOTES I - - 2 X 8 PERGOLA JOIST AT It'D.C. I'X 3'STRAPPING'12'O.C. IST FLR.TOP PLATE d3 IS 12)2-X 4'TOP PLATE /V ( X 8'BEAM WITH H w SA HURRICANE W G'-$" 14•-6" G'-8" 2'X 4"p IG"O.C. COLUMN TO AT ABE AM H--� _ TRIM AND CAP AND BEAM TO 1 ALL AROUND l0'DIA.CONC.FILLED CONNECTION ( 1 , //_1• 13000 pv)SONOTUBE WITH BOTTOM OF TUBE SET 30' ^ M O BELOW FINISH GRADE ITYPA 1 j G'X G'P.T. M I 0 2 X 4 P.T. SILL WITH SILL SEAL m17HTPVCATRII �J ICI 1• SLAB ON GRADE BEAD BOARD SIDING � �•�� AND 5/8" DIA. ANCHOR BOLTS 9" MIN. CONC. SLAB (3000 s) ALL AROUND TO s'-o• - V !F-,1• WITH 3" X 3" X " PLATE p ABovE FINISH FLOOR WITH EXPANSION JOINTS OVER -I / WASHERS. BOLTS SHALL INSTALLED IN ACCORDANCE COMPACTED SOIL ABUL4 POST WITH THE GENERAL NOTES CONNECTOR WITH s/e• _ BASEBOARD ALL DIA.ANCHOR BOLT AROUND ITYPA TOP OF SLAB -11 — — i ! — ' I�iC!�,llllllllll�!! �.'a ! - ! � 1-�-!�.,!.. ! !�!-!�!-!� � � !�III!!_!!�! • '• -!!�-_!!!= -iL-!!!�! ! �.' • F� O 111�11= 8" WIDE CONC. FOUNDATION !!I II-!!=1Ti WALL (3000 ) WITH BOTTOM 'III-III=III=n=�=1 N psl - SET 30" BELOW FINISH GRADE BOT OF FOOTING AND KEYED TO SLAB - - - f, 10" DIA. CONC. FILLED A SECTION (3,000 psi) SONOTUBE WITH BOTTOM OF TUBE SET 30" AI SCALE I/2" = 1'-O" BELOW FINISH GRADE (TYP.) z OC O Ln O ..-1............._ ! � � OU WIT[DOW a(= E==>ULE BATH - ANDERSEN 400 ROUGH GENERAL TAG OTY LITES TYPE SER ES OPENING O V/ ^iN nLE _ A I SWI TILT WASH DOUBLE HUNG TW]41G T-G I/8'X 4'-II TIT O Z STRUCTURAL NOTES: z j X I-SPECIES: Q I SUGH AWNING A281 7-0 5/8'X 2'-0 5/8' < ,F' SPRUCE-PINE-FIR[NO.2 OR BETTER] PATIO C>OOR 5=H4EDULEE < x b p II '' p - !EXCEPT PRESSURE TREATED DECK5) � / \ I OOLROUSE .1 PRE55URE TREATED DECK5: SOUTHERN PINE[NO,2 OR I XI FRENCHWOOD OUTSWING 5TATIONARY FW021G8 2'-11/4'X4-T lJ CL TILE ry BETTER) p 2 3UI2H FRENCHWOOD OUTSWING PATIO DOOR FWN048 0'X G'-8' w (L .yN FOUNDATION NOTES: ALL FRAMINGI MUST BE 2' N.CLEAR FROM ALL 4L Z ?— A 1. CONCRETE SHALL REACH A COMPRESSIVE STRENGTH MASONRY. Q O A �\ OF(PSI)IN THE FOLLOWING LOCATION5:BASEMENT y / {� \ WALLS.FOUNDATION WALLS,EXTERIOR WALLS AND 3. DOUBLE FLOOR JOISTS UNDER WALLS RUNNING —\H\-�� OTHER VERTICAL CONCRETE WORK EXPOSED TO THE PARALLEL TO THE FLOOR FRAMING.TYPICAL. A-"2 WEATHER,AND GARAGE FLOORS-3.000 P51 NOTES. O i. NON-CONVENTIONAL LUMBER: MICROLLAM BEAMS ARE MANUFACTURED BY TRUS J015T- 11''1' p 2. THE GENERAL CONTRACTOR SHALL VERIFY ALL A WEYERHAUSER BUSINESS.REFER TO l.{.J 1 DIMENSIONS. ANY DISCREPANCIES.INCONSISTENCIES MANUFACTURER'S SPECIFICATIONS FOR DETAILS FOR Q N OR AMBIGUITIES SHALL BE REPORTED TO 50 DESIGN CONNECTIONS AND FOR HOLES 1 CUTS.STRICT •CLAPBOARDS SIDING a FRONT OF HOME TO BE FIBER-CEMENT 9" TO WEATHER r FWG10068-4 ASSOCIATES PRIOR To PROCEEDING WITH THE WORK, PAINTED WHITE. PRIMED/,PAINTED ON ALL 9 SIDES OF BOARDS,OVER ADHERENCE TO THESE SPECIFICATIONS IS CRITICAL TO � Z MAINTAINING THE INTEGRITY OF TH15 FRAMING LUMBERI MOISTURE DRAINING BUILDING WRAP AS RECOMMENDED BY MANUFACTURER. 3. THE SILL PLATE OR FLOOR SYSTEM SHALL BE .CEDAR SIDING: ALL EXTERIOR SIDING TO BE PREMIUM WHITE CEDAR SHINGLES 5" O Z ANCHORED TO THE FOUNDATION WITH 5/6'P BOLTS S. LOADING: TO WEATHER WITH BLEACHING OIL FINISH. O A PLACED 51X FEET ON CENTER AND NOT MORE THANUNIFORMLYLIVE ALL CEDAR SIDING TO BE INSTALLED ON WOVEN MOISTURE DRAINING BUILDING 12 INCHES FROM CORNERS. BOLTS SHALL EXTEND A BALCONIES AND DECKS-40 PSF 11 MINIMUM OF 15 INCHES INTO MASONRY OR EIGHT INCHES WRflP RAINDROP BUILDING WRAP' OR EQUAL. u_ O 1.IV GARAGES!PAS SENDER CARS ONLY)-50 PSF w- INTO CONCRETE. ATTICS(ROOF SLOPE NOT STEEPER THAN 3 IN 12-NO •ALL TRIM SHOWN TO BE IX PVC 95 PAINTED WHITE. STORAGE-10 PER -CORNER TRIM TO BE 8" PAINTED PVC AND t° AT SHED DORMERS. A. A PERIMETER SEAL SHALL BE PROVIDED UNDER 2:4 ATTICS(LIMITED STORAGE)-20 PSF h PRE55URE TREATED SILL. LIVING AREAS IEXCEPT SLEEPING ROOMS)-40 PSF •WINDOW TRIM TO BE IX9 JAMB TRIM WITH IXt HEAD WITH CROWN/ BAND AND 8'-0" 8'-0" SLEEPING ROOMS-30 PER FLASHING: SEE DETAIL (IX8 HEAD AND IXt JAMBS AT GARAGE DOORS) s. BULKHEAD SIZE TO BE BILCO TYPE'C'OF REQUIRED). STAIRS-40 PSF •ALL GUTTERS AND DOWNSPOUTS TO BE WHITE ALUMINUM. G. FOUNDATION WALLS SHALL EXTEND AT LEAST EIGHT MINIMUM ROOF LIVE LOAD, •WINDOWS TO BE WHITE EXTERIOR VINYL FINISH BY 'ANDERSEN' (900 SERIES INCHES ABOVE THE FINISHED GRADE ADJACENT TO RISE OVER 4 INCHES PER POOR TO LE55 THAN 12 INCHES STORM WATCH) OR EQUAL WITH GRILLES BETWEEN GLASS 't OVER t' AT THE FOUNDATION AT ALL POINTS.EXCEPTION:WHERE PER POOR STANDARD WINDOWS OR AS SHOWN. " MA50NRY VENEER 15 USED.FOUNDATION WALLS SHALL O TO 200 5F-It P5F •ROOF SHINGLES TO BE ARCHITECTURAL STYLE ASPHALT SHINGLES. EXTEND A MINIMUM OF FOUR INCHES ABOVE THE 201 TO 400 5F-14 PSF FINISHED GRADE. OVER GOO SF- 12 P5F •RAKES TO 6E FURRED OUT WITH 12) LAYER OF I DBLOCKING WITH IX PVC SHEET ! OF 2 RETURN TRIM (IX3 ON IXIO RAKE AT MAIN HOUSE) WITH PVC RAKE AND GUTTER BASIC SNOW LOAD: RETURNS. ZONE I-25 PSF •RIDGE VENTS AT ALL RIDGES WITH 2000NT. SOFFIT VENTS AT OVERHANGS. 0'-6" 5'-0" 6"-0" 4'-6" 0'-6" ZONE 2-30 PSF ZONE 3-35 P5F •OVERHANGS TO BE II D2000H DIM. WITH PVC SOFFIT TRIM ❑XIO WITH ❑CONY. ZONE 4-10 PSF VENT) •FRIEZE TO BE IX6 PINE ON IX3 STRAPPING/ NAILER 1. N CONTRACTOR TO VERIFY ALL BEAM SIZES PRIOR TO .COLUMNS TO BE 6X6 PT POSTS WITH PVC TRIM BOX AND PVC CAP/ BASE C i6�-O" CONSTRUCTION. TRIM. •ALL FOOTINGS TO BE MIN. 30"BELOW GRADE. - Al 0 1 2 3 A 5 np JOB:. 1203 - 1 o I z 3 4 s 6 DRAWN BY: JDF DATE: 12/26/14 FIBERGLASS/ASPHALT ARCH. O STYLE SELF-SEALING ROOF SHINGLES W/30 YEAR WARRANTY ON 154 FELT PAPER O TOP OF RIDGE _ -- -- - TOP F RIDGE ~~f I � I I t L11 I I I 1 T I I L �IIt I I r1r rr , , r, iII I rr rr r, i 1 I—. i j✓� It 1 I 1 I,L [.,. in I 1 tJj' 1 �( I I f` -1 1"t I i h , II III II I I 1 I I I j I II - T ICE AND WATER BARRIER FIRST j 1 I_ oo J (I 1 1. 4 I L I I. I L 1 j J_ J` -� 1 1- I I 11 1 3-FT. (TYP.) I'-(. ON VALLEYS I (TYP.) I_ IST FLR. TOP PLATE �. .... .-- IST FLR.TOP PLATE ' 7 FINISH GRADE TO BE DETERMINEDIN P.T. FRAMING WITH MAHOGANY THE FIELD AT TIME Y ' t DECKING. POSTS AND RAIL SYSTEM ! AS SELECTED BY BUILDER - 'i OF CONSTRUCTION BY THE CONNECT POST TO I:i li aI i i f ( laSii f a Yti. ( I Y t I 11£ CONTRACTOR (TYP) I �: Y L ��., - (,I �` �' k PERGOLA WITH SIMPSON €� Ti) sIj it Yt a I L t( ANCHOR (TYP.) f 11f E _ �,� I 1 �,J ' � w I t Y6 L 6"X6" P.T. COLUMN CASED aY_ i.T}T}�I.!.I}j WITH PVC TRIM (TYP.) TOP OF SLAB — _ — TOP OF SLAB — — (� Q it Tq I -pRL _m's `i .I _ CONNECT POST TO rrY-�� SONOTUBE WITETE H SSIMPSON W -�60T OF FOOTINGWim N BOT OF FOOTING _ -- - - - - - - - I' - - ---- —�— - - - - 'ANCHOR (TYP.) r!� 6 LLL 10" DIA. CONC. FILLED Q SONOTUBE WITH BOTTOM SET 30" BELOW FINISH o 1 WEST ELEVATION GRADE (TYP.) SCALE: 3/e" = r-o" A s EAST ELEVATION A 3 SCALE: 3/8" = 1'-0" CONTINUOUS RIDGE VENT. FALSE VENT 2`1" EACH END—\ 12" X IS" GABLE END VENT (TYP.) J�TOP OF RIDGE - _ - _ - _ - - OP OF RIDGE _ - - - - - �� Ln X 3 SHADOW BOARD 10 r} 10 i Q o OVER X 8 RAKE BOARD 1z 'I '! 0 12 I a',,} € < N 1 (EACH GABLE) (TYP.) } PROVIDE LIGHT 1 ([p jY '' Q ! -, BLOCK AS h } }_ L U Q e NECESSARY FOR r �� -} LIGHTING PROVIDED J}y1-1-1 1 "� r 13 I#� -R � -L-} < z 1 :Iil@ � 1 h 1ul 1ST FLR. TOP PLATE 1 i } } I } IST FLR. TOP PLATE E _ Lu < kg' [�YiIt1 n ( Y_£ 1 (Yi £ ( itlYi TrYillft J riL h., - U1 F [YAFa }"iLi( } } Y € )1{ I }IY 1 �' I X S CORNER v ti &I I>Y 1 I.. x O i } sal J 1 , L T s� I i i LL1 .I BOARD (TYP.) h - I_ I 11 11 (: I, i 11 1 _ r I YI l.0 ! I Yf1 1 x1I 31i ui WHITE CEDAR - T S>_L ,} f._}TJ.I.�f�:�I .�I I ! k 1 .I I 2 PIECE WATER ^ £ 1 S i i � I Y �L - } } € d: E1 } r r SHINGLES OVER TABLE -7 3 E.. i I.IF.TkI s€. to HOUSE WRAP (TYP.) }�_f.,Y Y; i T TOP OF SLAB - _ ��> TOP OF SLAB I Im BOT OF FOOTING I BOT mm IN OF FOOTING - -fTY- � 72._Q.. � -T1 SHEET 2 OF 2 o SOUTH ELEVATION o NORTH ELEVATION A 3 SCALE: 3/8" = 1'-0" A 3 SCALE: 3/8" = 1'-0" A2 '6uoo4 f4w,040s' #f1,C aW/AiPos w5 JOB: 1203 1 0 1 2 a a 5 6 71DRAWN BY: JDF DATE: 12/2G/14 HILLSIDE CEMETARY STAKE PARCEL B N/F SET N/F TOWN OF BARNSTABLE 12a-�'s.e RFNCHMARK TOWN 0 BARNSTABLE }q.42. 7 MAP EL.I 85.38AP F \ 1 ©a7.2 a PARCEL 18 �Rc+°DSEO 4"1 STAKE � 16- N/F tBLAGY NNK MAPLE ADELHEID L. WEBER \\ (CNA/N UNK fEYCE _`__` _ - SET as 7 20"0 V STAKE \ \ MAPLE 89.0 / \\ SET Ioo�-_��� 210.11 -gs \94� \92\ �9 ��00 / / Q- \6 \\ \\ WOODS\ 0\00,\p / CB/DISC J CB mz.z \ ____ _ \ �\ \ - \\_ as.a g`b /FOUND. s. FOUND 10 7�� p WOODED \ 'J \ \�•}(y 1 O w000EDM I\ \` 95.2 OF EX1EN0 M2619, ; "� .... -^ 0 A \+92.9 \ GOp, I 1 9ts / 20"Oas.s fENCE ! 1 � 10' ,..,XNNYL fo '_ PROPO.SE)7 \I ; \\ \m \q�ME- 2T0� O / •o !PINE �� / / `m'�. •PROP• _^" '"'.'erw, PARKIPA NG�C \9X �\ CgBOA q .....,.,,,,,..,-,-,...^.^",. 7URNAROUNO I\ \\ \ \ O PARCEL 122 �� \ 1 oe \\\ \\ WOODED \\ \ q8f PHILLIP / PERRY \ GAM_ a26 y' I 100-6 �NCE_���� \ �� 8,.2 J �/ O /L1o3.o+ �47�_ -_NNYL d7.3 / PROPOSED /. OAK .3\� / O \\ \ \\ \ ! Cu 90.3 ' \ 4 \ W O 1014 \ 4s.5' PARCEL 50 NEW I 01 a + WALKWAY COB 103,i \\\ \\ \5\I 0,235II!f S.IfI! . II III IIII t5" ZS TING EXISTING 102.2 OAK oz.i / STAKE GARAG --_702 SET 2 ` 104BLE + � iV•L._ \ 08 asG% 1 DOAK Q Q _ tw. loz.i ST00 /j •'j/ \ \ I I I e-6. 13" 3 w\ DIJ LE oa.s 1 BSMT� uaDsc.etn S1EP5 0 I O OAK XEXISTING����nF- . i lose \ i I --�i EDGES 0 {�AD/IT10N' cwm \ PP I wcmnr'n I I I \�11� L , ,os.� I , i 0\KO \ 1 EXISTING / I 102.8 \ ETD 970 10s, toz.s 'o'� EXISTING ROUS106.0 /A.c. I II IE XISTNG R I II I I I i I a+.9 N 6''0RH � ERA 0 UNIT LOCUS WOODED © I NOT TO SCALE EXISTING I ! A I / II a �� -I� s 13 DECK / i II tt6.y' II II w009ED O o� PROJECT �1 PAT 0 LOCATION a 1 r r I F i t 0 O 1V1.` O O N O r r O m tCONC . Cf STAKE 0 �. I T ' 1 I 1 / I PAD w4.o I 1 1 j' S'F SET 104.3 SIMULATED BOARD FENCE I I I I I 1 1 C p oIsC I. PP aa.• e' C H 1 STAKE "�-. 105./ I I 6.Do' N H T/ SET toss \� 25� 5.33 f^ 1os.STAKE I I I I ' / t\`�' CABLE eq APPROXIMATE "+•-r" SET /l �� 1 EX/57/N6 S.A.S CONS/STS LOCATION OF I 1 1 ,STAKE 6-N/CN CAPACITY EXISTING SEPTIC INP7L 1 PAR4Et_ 49 \ TRA TORS Yf7H 4'OF SYSTEM 1 rl/F ` \ ` ` I ISET OF STONEALL AROUND AND/' I 1 \ \ \ \ -/ 6VIANNO OF STONE BEL OW JOHNJ W. WENDELL, & AMY \ � \ I 1 GOLF CLUB MCBRIDE-NENDELL 0 `. RATF PONOR �. .> PLOT PLAN - PROPOSED POOL/CABANA LEGEND FOR #97 OLD MILL ROAD PREPARED FOR ------_- EXISTING 2' CONTOUR a��� BARNSTABLE HARBOR BUILDERS GENERAL NOTES. --IoO__ EXISTING 10' CONTOUR �1\2:1N syc _y' M,CHAELJ. N OSTERVILLE MA +101.5 EXISTING SPOT ELEVATION � sorsELU 1. HOUSE NUMBER: 97 VAL Z4 PLAN DATE: DECEMBER 8, 2014 PLAN SCALE: 1"=20' PP'ry U i19.35054 �- 2. ASSESSOR'S NUMBER: MAP 141, BLOCK 050 EXISTING UTILITY POLE o 9flcCtSTE�4 SS 16" T0?lALECI v GNL ENGINEERING WETLANDS PERMITTNG 3. ZONING DISTRICT: RC PINED EXISTING TREE T<{� {�L M O U f z, rt 1 tI 4. FLOOD HAZARD ZONES: B & C (F.E.M.A. MAP 250001 0016D) C8/01SC0 CONCRETE BOUND WITH DISC U�I WASTEWATER DESIGN COASTAL ENGINEERING ' FOUND 5. TOPOGRAPHIC INFORMATION COMPILED FROM AN ON THE GROUND SURVEY. FOUND A STAKE SE I RTLE 5 PLOT PLANS �` PIERS AND DOCKS ! STAKE NGINEERZ 6. ELEVATIONS SHOWN ARE BASED ON ASSIGNED DATUM. SET20 0 10 20 40 LAND USE PLANNING COMMERCIAL/RESIDENRAL 7. LOT COVERAGE BY EXISTING STRUCTURES: 2,898 S.F./50,235 S.F. = 5.8% \ Semen g Cope Ceo and Southeostem I/ossochusetts 8. LOT COVERAGE BY EXISTING & PROPOSED STRUCTURES: 3,738 S.F./50,235 S.F. _ %•4% SCALE: 1 INCH = 20 FEET 29 SIMPSON LANE UNIT 1 - FALMOUTH, MA - 02540 - 508.495.1225 PROJECT NUMBER: 12048 CAD FILE NAME: 12048 POOL DRAWN BY: L.M.,R.J.W. SHEET 1 OF 1 { W m Mr N m I N � � 2 II t BA II—On 12'—�3/4` N BEDROOM I I ^ l_ BEDROOM 2k PST UP PST UP 2fz l _ #2 O RIDGE TO RIDG _ WM � z PST. I I F�� ' U � i . O 2 TO RI 24 2Q InE - I I I.. - - .� 4 x _ lilt III !II!IIIII jl II � I II� � I I III II a ' — I I III _'.III III I,II-Ilillili lilllf 11111 I I I, i.il 11212'.a' _ _ .E...I 12'—b" 2.Q 2'-4 1/2" '—`I —0,N.. 122° _ I I IIIIIIIII II IIIIIi IIII II Ilil lllllll I/� , ' O BEDROOM 9 M \` REG ROOM e'-0° Lo w \ 1.9 ��\ rUP � sz DN L - I J —A . I SHWR O w MASTERI U BATH 21 I ` ly0) • o I I m i MASTER Ip I I BEDROOM -- SHEET .B OF 5 IB60 50:FT NFw SECOND FLOOR PLAN I i SCALE:'1/4" I'-On .I li JOB: 1203 12'-0° 2'-a �. DRAWN BY: KW DATE: 2/5/14 i PROJECT y LOCATION 3=0 HILLSIDE CEMETARY N/F STAKE PARCEL B TOWN OF BARNSTABLE SET N/FPARCEL 18 TOWN OF BARNSTABLE 4x� J�MAPL . ` 58 NAIL&CAP 9q 11 («p87.2 � EL. 85.38A N� N/F STAKE /.' 16 ^ "� ADELHEID L. WEBER _�` ---� _ SET zo"o / MAPLE /% �y^°' 9pdp �I,�,F \ STAKE `� -� 88.7 aoueLE SET```^ .1 \9 \92 ` . MAPLE 89.0 %/ MANNO GOLF CLUB \ 100.0 ��'•, \ WOODS', '�`�?, B/OrsCCS q FOUND o \ \ 89.8 q?`� FOUND 8 .6 WOODED \ 9' 2 } PAVEME f 90.2 N 91.9 LOCUS % EDP 9.9 9 '.4,'.4, 1 \ / � - NOT TO SCALE � 0 UNS7//TABLE SaL5 WRE ENCa1N7ERED AT AEPTHS * \ \ 101.2 4 . .c \ ,�1 y / QR YARYINO RF6W .96 TO 60. ALL UNSU/TA6 4C SaZ £N4WN)Z7PE0 IN AREAS Cyr" TH/S SAS EXPAN.70V \ WOODED � � AND 5'ALL ARWND S7/ALL LPE RhWOWA9 AND \ \ �\ ODED REPLACED !!!7H G2EAN COW-W SAND A/E£T1NG'THE _ 103.0 \ \ \ \ 11 �� d7.6 85.3 3 SPEAfIC4,70VS a''.710 CMR 15.?55(,V (nrLE 5) \ 100.6 10U.5 �' y \ ✓NCE 71YE katl E OF WA)MAL TO 8E REMOYFO + �� \ , \�� 87.2 AND REPLACED 04Y YARY, THE LWWAAC7M.WALL \ / \\' � TP 2 PRO{90E ALsr PER ameYARD TO RMOLN A/E CCWM.4076W HALL (6101.5 0 \ \ � 190 37.3 REPLAE 77E/1NSU/TABLEM 4AF&,4L. ZXV,40ATE 70 )WERCacN7ZY 0KINSTAllCO ON 5i. 101.9 /N�APAlUR, DD 1 �H/OH + : / 90.3 CAPACITYIN.A&7RAA6W AOIN 4' a 103.4 C-S70WE ALL AAVWO AND I' \ CIS S7mi,BELow -- � \ t \\ Jj 101 0 Tp'�0.1.8 + 101.7 Q� 1- ,C�?\\ \ PAR CEL 5 1 85.3 / a 01.9 •- - \50,23 f S.F. 1 • / 102.E `\ \ \ ' OAK / 86� \ 1 10_ 1Cb i MH , � / w M� STAKEt - 102� SET EXISTING PVER +102.6 e, ... - �A -104 -l0`4.2 102.4 103.1 o `�.� I 1 1 ' I 4 \Ta+ 1 G2.Z 102.3 ,. "�Q5.6 9 \ I PARCEL 122 104.7 \ ,�' '� +�G4.3 \ I ! t ( .6AK r. .' � � �5.�,C?AK O � N F o o� \ �, t 1013 PHILLIP G PERRY __ _� �� ,,� ,� 106.a pscAPEU TEP 105,9. \ 4 { 1 ` t DAI< I WOO+ } , /� LANDSCAPE 105.E PPS I I 1 I 1' "o 91.5011715.7C 1 OAK N /o \ 1025 ; / EX4ST4NG ! 102.8 10:3.1 : 1 N /%HOUSE #97' / 1 l ' ' ! t 1 �' SCREEN \ � , �Jp� s S / /F F 108.04 A.C. 84.9 85. U5.29f PARCH / ' UNIT \ I 1TF TF 105.3 l i I EGEND r f EXISTING _ -- EXISTING 2 CONTOUR f ti , ( ANIT DECK j !< z I '3 WOODED l i ; STEPS �� 105.10ATIO j � I WOOED O 1� ---�oa--- EXISTING 10' CONTOUR / It , • 105.1 106.0 103.8 f .3 +101.5 EXISTING SPOT ELEVATION I I 1 1j 1 �-� ONC rn o ago a PP�c�> t EXISTING UTILITY POLE CF V STAKE O Op ' WO . . SIMULATED BOARD { r f I , ' } CPAp 160 I µ Op \ MULA .. FENCE I � f � � � /DISC PINE(D EXISTING TREE I. F . 104.0 S 1Q4.3 � 103.5 255.33 105.7� 1 ' i' C,OUND JPP 89 4 84.4 - STAKE { - - SET 105.5 f j j 1r / CABLE r STAKE � `FO ND ISC 0 7 CONCRETE 90t1ND WITH DISC APPROXIMATE SET \ ` ' ` ' ( 8 9 �� STAKE A STAKE SET EXIS77NO.S,4..S CYW.ASIS LOCATION OF r 1 l STAKE t r Cr 5 - f//GH CAPACY7Y EXISTING SEPTIC PAR ' EL SET a� IN.A Z TRA76WS f11A/ 4'ar- SYSTEM /F S7aV1_ALL 4WI%WO AND 1' / } sIZWE B£cow JOHNI W. *NDEL4 & AMY MCBRIDE--WEN,DELL \ 20 0 10 20 40 \ ti SCALE: 1 INCH 20 FEET SOIL TEST GENERAL NOTES: Date of soil test: 7/11/12 Test taken by.M. BorseNl Results witnessed by. p. pESMARAIS /NSTALL�X1RA109,fTENO 3'MAX. 1. HOUSE NUMBER: 97 Percolation, rate: <5 MPI Ground water none COLE-�p 2. ASSESSOR'S NUMBER: MAP 141, BLOCK 050 Li`•E.iZS'l�WG'.��l.S ATS4,4�r EZL'Y,4Ti1C1Y 2'LAw pr_1/4'no- # BASIS FORDESIGN: 3. ZONING DISTRICT: RC, TEST HOLE i TEST HOLE. �2 O" 0" 4. FLOOD HAZARD ZONES. B & C (F.E.M.A. MAP 250001 0016D) ND A� A OTAL OA/LYFLDIJ'/S BASED GYV 5 BEDRAIIS,A GARBA GE D/.5pOS4L 5. TOPOGRAPHIC INFORMATION COMPILED FROM AN ON THE GROUND SURVEY, s" - OTAI 0AAZ rROW= 110 GPD/1510WOiD4/X 5 BEDR"S = 550 6P.0 6. ELEVATIONS SHOWN ARE BASED ON ASSIGNED DATUM. 38 LOAMY SAND s EX/SANC SA..£ LEAaY/NG CAPAA'lY= 462 �D 7. LOT COVERAGE BY EXISTING STRUCTURES: 1,577 S.F./50,235 S.F. = 3.1% LOAMY $AND INSTALL 4'CF 9/4" A0 1 1/7- NEW 807T6N AREA PRa00_gV = 529.7 Sr 42" DG1f/BLE ANSIII,, 6WSyED S7CWE NEW S70E'AREA RAW112-ZO - ?996 Sr. Awwv TO INI"80776v ar THE NEW TOTAL LiA' OVING AREA PRGi -2W = 76-95 Sr C C 1N1&,W,47W 17"BEZ0#1 SKS)W APPLIC4We.W R47F- 0.74 0011215 F. COARSE LOAMY REFER 727 LAYr4'JT UC SY.TTEA/Fa? SAND SAND MOAT*DETAIL S DESYUDV L£AO/INO CAPAGYTY= 55.9.4 6PO t 550 OW (TIGHT) I 120ni 144" INSPECTION HOLE INSPECTION HOLE 12/5/13 REVISE LEACHING FIELD CONFIGURATION AND BASIS FOR DESIGN. TEST HOLE #3 TEST HOLE #4 CONSTRUCTION- NEE•S=- DATE REVISION " 0" oTNCMSOAIV OrhA,L7H nVS 5,� . .VL W,NA A,, -,V>� nnEs PLOT PLAN - PROPOSED ADDITION 6" A/ 12" LOAMY SAND 18" 2. A CODyOr NF PUNS.WALL ff AYNIA"GW SIT FOP RiFfR29V6EAT ALL AMES FOR #97 OLD MILL ROAD DUR/NC &F/NSrW,4)7GW Or_ %,F SEPAL S157FA/. PREPARED FOR .9 NO 0%4#6ES O AC LJ1F70V S%Vi LSE I&JPFl.WM AYWa/r MC APPROVAL Or 8On/LOAMY SAND D A VI D P A R R EL LA LOAMY SA 42" 9 .•._.,--.--34" I . �'-3" 6'-3" I FALA/(XIA1 ENAWEZ�7P/A/Cy LNC ANO THE BOAiPO G�'f/EAL lfi: IN ND 601, 4 S AC S- �CTAO4V2QW0naveYFAL&Wfl1A71III �/NI INC OSTERVILLE MA c TYPICAL HIGH CAPACITY INFILTRATOR,_,,, 4 WZ-"W IIi`.914,U NOM"FAL,vav)WiWMVW#Q III AND ME8040V a�-HEAL/W PLAN DATE: NOVEMBER 19, 2013 PLAN SCALE: 1"=20' LOAMY 70/N.`cECT Ate'.APPAL SYS)FV PR/AP TO&9A011XL. /N SOW INSTAN= *10W AIAN ANE SANo' COARSE SAND (5HOWN A S A_�A I R�, IN.9IgW' N,f/11 BE NEEGL�O. 7XE 9.4NO 4, .A�J9 CWL Y 6AC�Z A/£ffN41Gi C A''THE SYSIFM' AIAT HAhE dI2rN/N.` 3'C7Z'O ANO AYFD BY FALA/GY/7JY ENG�NEERYNC /NLr ANO ` ���I �OFM�4p CIVIL ENGINEERING WETLANDS PERMITTING A/E 0614R0 Carr'HEAL AL fNOT TO SCALE 0 IF IhF UL'W7R4CTA4 ENUY�Y/sVI ANY YANAMVS LN.9&'aW,01'TI�KS SY/WAS UYf 7AVNG z� s�� WASTEWATER DESIGN � COASTAL ENGINEERING cp MICHAEL J. SaZ4 7L1OWFAAVr,, #F)Z,4WS aQ 07W CaW77 iVS TEAT&-4Y RE-WW AV'-fYAL-vA7XW Gr' � c SORSELLI v. � 144" 144" ArfE'"OV, AIE CLWII PAC1W.SMALL /Wll VA&Z Y aWro4CT F.4G!AV W ENOIIIII NG INU: . TITLE 5 PLOT PLANS x � PIERS AND DOCKS A9�Na.35054 0 Z� 1�/GINEER� Q'/5T EPA '< :• LAND USE PLANNING COMMERCIAL/RESIDENTIAL AL. 5&'I*g Cope Cod and Soufheastem Mossochasetts I\, o 29 SIMPSON LANE UNIT 1 - FALMOUTH, MA - 02540 - 508.495.1225 - 508.495.3229 fax PROJECT NUMBER: 12048 CAD FILE NAME: 12048sp 2013 DRAWN BY:__L.M.,R.J.W. SHEET 1 OF 1 C HILLSIDE CEMETARY N/F STAKE PARCEL B TOWN OF BARNSTABLE SET N/F 28" 5.8 BENCHMARK: PARCEL 18 TOWN OF BARNSTABLE 70 BE R�I°o� STAKE / 114.42'O87 2 ��/NAPE EL I 85.38AP N F ANo / 16 / ^� LANOSCAP�D SET o 0 0 ADELHEID L. WEBER \ ___ - 20"0 0 / MAPLE \ STAKE / \ __SET 1 \ \9 ` \9�\ \9?\\ 90�- BOO MAPLE 89.0 CB \\ 100.0 210.1 g8\\ 6,\\ \\ WOO $O ��/ / 8 .6 FOUND 07SANV O lkE 70 � WOODED FOUND, 1 Doti BE REMOkM AND p / LANDSCAPED 1.��0 4 t\ EDGE ® EpC(;\ \ OF \ / 0"085.8 / ANE \ DR \7 \ \ Rom¢\\ y9r'y� o �� \\ WOODEDWOODED �700 \off \\ \\ \ o � 85.3 3� �I 00. y \ \do o / 87.2 �/ O / OGF. Tp2 0 \\ \\ \Q �\ \ 103. / F/ �101.5 N I \� \ �\ ,� \\ 0 KO87.3 / \ � o \ \ � � \ � O� / 5. / 90.3 / 01. / \'o \ \ \ I y� ��01.8 ���" �� �� \ PARCEL 5 I � / 85.3 � % \ \ 50,2�'St S. i 15" o / OAK 86/2 of ro PRp°OW � / 0104.2STAKE MH \ II II iIII I II IIII \ / �,SET 6i?AW YER 2. I'-- 102 102.7 _ HAD AREA.DIR7- O�W iEMa DOUBLE 104.7 3 OAK G)PARCEL 122 104.7 5 � 3Q N/F 102.4' BULK DECK \ ' I ' I �P 13" 105.0 HEAD EL, PHILLIP G. PERRY I OAK EDGES ; 107.24 t WOOD'�D102.8 ' I I P , 1 1 z ATIO EXISTING ' O 1 ' I ' o IK / HOUSE #97 105, .0 _ .. / f5' ► 05.6 F.F. 107.84 � I ' E 'I-• .Gqs.� I �� 84.9 X w IS71 G '-g�s\ i 85.0 , WOODED 5 Q� ' 11�i0. wl WATER PRE I 1 1 DEAD 106.0 1,5Ao woo W OAZLOV II I g SE PA I f o I 5.3 TANK l4t4w-v--I I - y (H 10c%j co oo JD mt co 6V 0) CONC. CF STAKE 104.0 S \ ��� PAD 105.5 ' / C /DISC Q SET 103.5 �55.33 ' I i f ' / OUND I PP� 84.4 84.4 STAKE STAKE 5 - H/Qy CAPAGY7Y ''---._ CABLE UNMITABLE SMS MERE R14MINTE/PED AT 41EP7HS {VARYING FROW JS" /N-77RA76WS Of7N 4'0-SrOWE 9 70 60 7 ALL UNSU/TABLE SM ENGYXJMERED IN AREAS i2r 7711S SA.S ALL AMIND AND 1'MZOW PAR EL 49 TA SET \w AND 5'ALL AR011MO ,SHALL BE REA/MM AM REPLACED M!T/N al AY ' /F. 1 COARS£,SAND MEEAN6 7HE-S�PEl,Yf7CAAOVS 0-J10 CA/R 15t255(,�J (ATLE 5). .SYNC- 7HE FLUME 0-MAMWAL V BE REMO"AND JOHNI W. NDEL � & Ak4Y REPLACED MAY {NARY, 7NE G'WM4076W -MLL PRONOE A COST PER UNS A RE MCBRID -WENDELL CUB/C YARD 70A/0 12r NO REPLACE 77/E U/TABLE MATERNAL. N OF Mq ` �P o=� MICHAEL J. LOCUS �o BOCIVIVILLLI N PLOT PLAN �NOT TO SCALE U A 9 No.35054 O FOR #97 OLD MILL ROAD go��/STE- LEGEND `� -------- EXISTING 2' CONTOUR PREPARED FOR FFs�oN --�00- EXISTING 10' CONTOUR PROJECT y D A VI D P A R R E LLA LOCATION GENERAL NOTES. . 101.5 EXISTING SPOT ELEVATION IN • PP`°' EXISTING UTILITY POLE OSTERVILLE MA 1. HOUSE NUMBER: 97 PLAN DATE: JULY 23, 2012 PLAN SCALE: 1"=20' 2. ASSESSOR'S NUMBER: MAP 141, BLOCK 050 PINED EXISTING TREE �qti 9s� CB/DI D p CONCRETE BOUND WITH DISC CIVIL ENGINEERINGj * ,� O T,. WETLANDS PERMITTING 6q 3. ZONING DISTRICT: RC FOUWASTEWATER DESIGN L jVl �J �r COASTAL ENGINEERING STAKE A NEW STAKE SET �j s 4. FLOOD HAZARD ZONES: B & C (F.E.M.A. MAP 250001 0016D) SET TITLE 5 PLOT PLANS 14 PIERS AND DOCKS EE o ��F 5. TOPOGRAPHIC INFORMATION COMPILED FROM AN ON THE GROUND SURVEY. CJI _ WIANNO 6. ELEVATIONS SHOWN ARE BASED ON ASSIGNED DATUM. 20 0 10 20 40 LAND USE PLANNING COMMERCIAL/RESIDENTIAL GOLF CLUB 7. LOT COVERAGE BY EXISTING STRUCTURES: 1,301 S.F./50,235 S.F. = 2.6% Swing Cape Cod and Southeastern Massachusetts 8. LOT COVERAGE BY EXISTING & PROPOSED STRUCTURES: 1,487 S.F./50,235 S.F. = 3.0% SCALE: 1 INCH = 20 FEET 141 LOCUST ST. UNIT A - FALMOUTH, MA - 02540 - 508.495.1225 - 508.495.3229 fox ARKER p0 D POND �••• > PROJECT NUMBER: 12048 CAD FILE NAME: 12048SP DRAWN BY. L.M.,R.J.W. SHEET 1 OF 2 i SOIL TEST Date of soil test: 7/11/12 RNI-W 0?4bF-WALL BE 2V A/INWIA/ ON£IP ALL SEP71C SYS7FA/ 615WRMAW7S Test taken by.M. Borselli U.Si<"4"LEA S Ply' CAST/RGyV PIPE Results witnessed by. D. DESMARAIS 20'A/IN/A&W SETBAGW MW EDGE OFS76WE 70 6Z2LAR /FALL Percolation rate: <5 MPI Ground water none I 10'A!/N/MUM.SETBACK INSPECTION HOLE WITHIN 9" OF TEST HOLE #1 TEST HOLE #2 A REMOVABLE COVERS SET TO WITHIN FINISH GRADE (MIN. OF7 3) 9" OF FINISH GRADE (TOTAL OF 3) 0" 0" EX/SANG 6W,4VE= 102.0 9» A/E 6» A/E B _ 36" LOAMY SAND B S = .08 J'MAX. 42" LOAMY SAND ; %p y = � CODER 1500 GALLON �? SET RRST SEPTIC TANK 2'LZ-kR � -� maarSAS 2"LA"ar 1/4"m0- c c - _.Ol ANI! EZEy =SRX AiG49WT S)a1E COARSE LOAMY SAND SAND •. O�j D/ST. BOX ° W 4, , ELEY = 96.67 Wi t 4 O� 120" 144" � SET SZR- R0,TAN!( AND D/SIR/BVI7oN gar 1j II INSTALL 4-OF.3/4" TO 1 1,12 ON 6 #'�R OF CRUSHED STONE OlXI/BLE NA-WED, QW& WEO STGWE ALL AR6VNO TEST HOLE #3 TEST HOLE #4 � INFIL oT�aN,0,0 #tV 770 IWEP 156 0" 0" Lf/ R I 12"BELOfY SYS71W.. REFER 7V 6» A/E Z LAIVT OF SYS7E&r6W VOW 12" LOAMY sAND ': _ __i NOT TO SCALE DETAILS ELEY = 90.0 2" (BOTTGII/ GF TEST HGYEf B - B 2 - OUTLETS " 42" LOAMY SAND 60" LOAMY SAND BASIS FOR DESIGN: , 3/4 ,. OUTLET ; ; ; ; INLET TOTAL DA/L Y fZON'/S BASEO 6W 4 BEOROIGH/.S, AV GARBAGE,01S 1'0SAL ° TYPICAL OF 5 C _ o LOAMY TOTAL oA1LYfZON'- 110 6MIafOROW X 4 SHROLII/S = 440 GPO � INLET 6" g» `1' (n SAN» BOTTaV AREA PRAAO.SED = 425,SF. 3" SAND .SJOE AREA PRGD°OSEO = 190 SF. 2 - OUTLETS TOTAL LIA- 0VING AREA PR000MD = 515 SF. 19.5" 19 5" 144" 144" APPY/CAncw RATE= o.7�f Gi�O/SF PLAN VIEW CROSS—SECTION OlE &V LEAalING CAPACY7Y= 455 aOW> ff0 GOD DB-5 DISTRIBUTION BOX (H-10 LOADING) 3 - REA/Ot�ABLE 24"D/A COMPS REi/OI�ABLE 24 "D/A. G'O WP - _� . . ; .•. -: •,_ NOT TO SCALE . CONSTRUCTION NOTES: �-�TEE GFEN AT 7410 SET - Jo MIN. RF6W TANK CODER I _ NLET KNAGYfGY/T GY/TLET KNGfGWG%T I INS 1HE ABa4R0 c ,HEALS.SEP SYSMV-WALL hr/N.46IQO DANGlll'#IW II&E 5 ET TFE.SET al&—irT TEE SET 2 A GAY O�THE"PLANS"ALL 6�-AI�A INLET AWARE OV S71F fQP ar'AT ALL AA/E3' 10"NIN. BEZON' 1lf"BELOW GIURWC 711E/NSTALLAAOV ar 7HE.SEPAL SYS)ZV. UIXJ/D LE02 .1 NO OV4NQFS TO 1HE Lk-.7QV-9VALL BIF AWED W77/GVT 7HE AP1oWYAL a,"B19)71 GAS BAAnF I I FALA/GY/7H FN WEERINCy INC AND THE BOAAV a-HEAL N. 4 THE SEPAL SYS7EA/IS SY/8XVT 70 INSPECAOV BY FALMal7t/EN6 NMWAC; INC I AND 7HE BOARD a<HEAL 7H V. .1 5 7,21E CaV7RAC7W SMALL NOAFY FALVOI1771 DVQYVMWNCi INC AND 7HE BOARD a<HEAL 771 7t7 INSPECT 7HE-°PAC SIS7LV/W6W 7t7 BAL7WLL. /N SW1 /NSTAN= A/APE THAN 0VE AVSI°ECAGW A/AYAc NaLl P A/E Cl2V1RAC7AP-WALL aVLYBAG>MLL 7NE,°W770VS Or,7HE a. SYSTEV THAT HA{£612W/NSPECIM AND ADAW;W BY F"61V75V DVGYiVE£R/NC, Na AND 7NE Ba4RD Or HEAL Ai: -: . - - !:• =• - .` a •:- ':.: :=:�:•..-- IF A/E CaVX4C7AP DVCa1N7ERS ANY Y�AR/AAOVS IN-'7F GLW 77OV4 S7/QW AS A6097 7NG • a •-.s.'.. SLYL.9 M Oaft9vY, Ak£71ANOS OP OND? awamOVS 7NAT&AYRFGY/ow Ar "ALUA770V a- 10'- ON 5' - 2" 771E G>F: &V, 771E 6LW7RAC7W-WALL /A/A/hZV47FL Y CLWTACT FALV61V77/DVaN1 WNQ INC too - 6" 5' — 8" 7-31-12 REVISE INVERTS 1500 GALLON SEPTIC TANK (H-10 LOADINGS DATE REVISION NOT TO SCALE SEPTIC SYSTEM DETAILS FOR #97 OLD MILL ROAD INSPECTION HOLE IN PREPARED FOR SPECTION HOLE D A VI D PARRELLA OSTER VI LLE MA 16" MR I a MRPLAN DATE: JULY 23, 2012 PLAN SCALE: AS SHOWN �P OF�Ss r,34". \ 9�, CIVIL ENGINEERING WETLANDS PERMITTING 6 I -3 ( o L BORSELL I 6-3 s MICHAEI u) � 17 o CIVIL WASTEWATER DESIGN COASTAL ENGINEERING TYPICAL HIGH CAPACITY INFILTRATOR v NoRTE\5 o �'�'p��'�STEP �� TITLE 5 PLOT PLANS $' PIERS AND DOCKS �FSs�ONAL ERI� ,SHOWN AS A PAIR LAND USE PLANNING �NGINE COMMERCIAL/RESIDENTIAL NOT TO SCALE S&vrng Cope Cod and Somthwww" Afas"Chmsetts n , Ilvl� 141 LOCUST ST. UNIT A — FALMOUTH, MA — 02540 — 508.495.1225 — 508.495.3229 fax SHEET 2 OF 2 [PROJECT NUMBER: 12048 CAD FILE NAME: 12048DT DRAWN BY. L.M. M) c ) N O DORMER PLATE 1 EIG-1T 1200 — I cn, I® w o a SECOND FLOOR ---------- -- FIRST CEILING -------------------- —_-- „w — Z 111H 0 co 0 FIRST FLOOR Ll IH 00 C FRONT ELEVATION 0 SCALE; 1/4" = 1'-01' Q � Q W z -- r. � U ALI REAR ELEVATION SCALE: 114" = 1'-0" JOB: 1212 DRAWN BY: PV4 DATE: 7/25/12 - WO M t,U N O w � 0 M � W2.4 <C cv ❑ � W DIRECT GAS VENT co 0 MM W a � O RIGHT ELEVATION � SCALE: 114" V-Ou O a p4 1O N Q O � Q U � ° A z rLQA Q O � CL w o LEFT ELEVATION SCALE: 114" = 1'-0" JOB: 1212 DRAWN BY: NN DATE: 7/25/12 V 6'-0" 18'-2" 24'-0" W Q 4'-4" 8'-6" 5'-4" cn O (V V' �► M 8'-OI 1/4" ' loll 3'-6" M�M cn N DECK N N MASTER BATH , �� 1/2 � BATH 2 kIoEll Wow f ' O�n 3Q cn CLOSE 24 2� DINING '� KITCHEN ^^ N 8'-7 1/2" 21'-4 3/4" _ T _ � O D 6 010 2 ( SCREEN PORCH o ON. I r MASTER a Lo = BED ROOM REF. �o 4' CASE °D OPENING 3Q to i m 14-9 1/4" 3'-6' 17'-10" Lo LIVINGAS Lo � I FIRE �9 m PLACEUP (\( Q 32. _ J c� `v � o J Z Q Q 1� W O 3'-4" 6'-0" 5'-3" 2'-2" 2'-4" 2'-4" 5'-8" lie 14'-7" 21'-7" 12'-0" 36'-2" N EN FIRST FLOOR PLAN SCALE: 114" = 1'-0" JOB: 1212 DRAWN BY: NW DATE: 7/25/12 Wo cn Q0 II 11 N 6 -10 4 -0 O w mol a) w 'cn 0 Wow Q cy) C� oo'V � BATH 2� #2 12'-7 3/4" O BEDROOM BEDROOM #3 0 ao #2 2� 2k r 207 2Q 2Q o _ i - � � O 12'-6" MOM 2� 29 2Q tC) 0 Lo N Ln Q O BEDROOM Lo J #4LUcn O w w r � l O 3'-0" 3'-0" 2'-2" 10'-8" 10'-4" 3'-0" 17'-7" 4'-0i 14'-7" 21'-7" NEW SECOND -FLOOR PLAN SCALE: 114" = 1'-0" JOB: 1212 DRAWN BY: NN DATE: 7/25/12 I _