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HomeMy WebLinkAbout0997 CRAIGVILLE BEACH ROAD - Health 97 CRAIGVTLLE BEACH RD Centerville ( nc.Craigville Bead. Tiath'H.©use) A,= 206 - 013 i I i R� r S f/ UPC 12534 • a 2•i53L0 � ' x I Crocker, Sharon From: McKean,Thomas Sent: Wednesday, June 13, 2018 3:46 PM To: 'fplee@horsleywitten.com' Cc: Crocker, Sharon Subject: Craigville Beach Will you please show this redesign on the engineering plans? I would like to show it to our Board. -------------------------------------------------------------------------------- From: Tom Lee [mailto:fpleeCcbhorsleywitten.com] Sent: Wednesday, June 13, 2018 1:50 PM To: Crocker, Sharon Subject: Craigville Baeach septic tank update Sharon: I would like to inform you and Tom that the septic tank had a small backup event in the weekend. We were informed on Monday and instructed the contractor to replace the service with a straight pipe to the existing septic tank and a "y" connection with a close isolation valve, but not connecting to the new tight tanks. The work should be done this morning. The is the same as the design plan except the valve location. The intent is to make the final piping connection to the new tight tank when it is ready to use the new tight tank. Principal Engineer Horsley Witten Group 90 Route 6A,Sandwich,MA 02563 508-833-6600 Sustainable Environmental Solutions horsleywitten.com .. ®m 1 ao �� ee V G✓® THE COMMONWEAL''-OF-MASSACHUSETTS Entereflincomputer: Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS {' 01ppl.Latlon for Misposal 6pstem Construction Permit Application for a Permit to Construct(e*f Repair( ) Upgrade( ) Abandon( ) [:]Complete System ❑Individual Components L cation Address or Lot No.g g rf C r-Q�3 LP Ile Owne 's Name,A dress and Tel.No. n O Assessor's Map/Parcel _2,0 �h t Installer's Name,Address,and Tel.No. signer's Name,Address,and Tel.N O!' kJ m Cor*rae o/S- 3 i3 H OLL!? �k-- wi=t� 6m��p"_inc - 4'o 2 (�- _ - e -s - SQ'icut'Ch Mil D �8-8.?7 r-OD Type of Building: Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) gpd Design flow provided gpd Plan Date Number of sheets Revision Date Title Or V pbul'ickilIQ Size of Septic T� Typ .A.S. N Description of Soil ei WY) S A d 3000 Nature of Repairs or Alterations(Answer when applicable) �� D�- O c � n Da t inspecte . Agreement: The undersigned agrees to ensure the construction and maintenanc of,he afore described on-site sewage disposal system in accordance with the provisions of Title 5 nvi o a and n to'lace the system in operation until a Certificate of Compliance has been issued by this Board of lth.Signed Date 10Y17 Application Approved by Date Application Disapproved by Date for the following reasons Permit No. ,�-- �� Date Issued r _ ` a �,.,+. .ir,,, nn tr,, l ,,r aE "us• e.'. .»�M M 0.6 o �V 1 -!"' w Fee. v y 1' �' Entered in computer: ` THE COMMONWEAL - ASSACHUSETTS .., •.� «.�, . '• Yes `� „.` PUBLIC HEALTH DIVISION-TOWN OF, BARNSTABLE MASSACHUSETTS iga - 2ppl(cation for Dispo'8al *pstim Construction Permit ,,,: Application for a Permit to Construct(/� Repairs( ) Upgrade(AbandonComplete System El Individual Components Location Address or Lot No.q'q? &-A+�U+)Ile,P,ead, Q Owne s Name,Address and Tel.No.-Tbuin O¢'�I r 0eA✓v;lle- m� ._ � o.e } �;TWr'5 " Hyo.'.,S m- ' Assessor's Map/Parcel :kp/o/ p �;:'"d ar�t� - R- Installer's Name,Address,and Tel.No Designer's Name,Address,and Tel.No. Hpr. eon*rra -tors- 3 i3 N ILA,n - w�°-t1e c rt 40 rile e kd- ben n i S 00-A ao 1,vI-SM-3'S. _ Type of Building: " Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder( ) Other Type of Building 1 No.of Persons/ Showers( ) Cafeteria( ) Other Fixtures = s Design Flow(min.required) gpd Design flow provided gpd Plan Date t M?T^_h r_QQ 0_1 Number of sheets Revision Date Title - CrG !Q� v a(l Q [2�h 6U (tA t.,C, �i Size of Septic Tatil�°— Type^ofS.A.S. . Description of Soil )4,e"{i u M acs n CYO 3000 Nature of Repairs or Alterations(Answer when applicable) V,n C-�'L} laz ore`'0f 1 ,� � '�/(a' O "�n G1w t5 1(,;A 4,a 4 +tN �-� Oil � '`.1 l 134dastinspected Agreement: The undersigned agrees to ensure the construction and maintenan�of the afore described on-site sewage disposal system in accordance with the provisions of Title 5pf-the,E vi�nme�l Code and not to place the system in operation until a Certificate of Compliance hasbeen issued by this Boav4ofaltSigned /� Date Application Approved by 'h Url_ w Ale - J Date 4 IJ&=7 Application Disapproved by Date for the following reasons Permit No. 7 (77 Date Issued i THE COMMONWEALTH OF MASSACHUSETTS _ BARNSTABLE,MASSACHUSETTS - Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( f r Repaired( ) Upgraded( ) Abandoned(/1 )by F'f1 n &fYf'('{{Q}c,in('c,,, 70 G`R, ; at q1)n F ro.i q o.' lI4 Lan nr i'f 1- 04ZCr1e_rJ41le has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. dated Installer P ;(1'1 Pr)11+yy., t f7)m r►! Designer 4-)!."- U b A 17 ,V) --_r!1 C, #bedrooms Approved design flow gpd The issuance of this permit shall not beconstrued as a guarantee that the systemCi*114unc1ribnqsdQekigned. DateInspec - - ------•----------------------------------------- ----r----------------- No. �(-7 Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS Misposal 6pstent Construction Permit la _ Permission is hereby granted to Construct(� ) Repair( ) Upgrade( ) nAb ndon( ) �r System located at 91W) A-(" r>V; A,tT)C k (2 e)0� [ p 4--nj e I 1 Q 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. 01 r Date Approved by �� .. ;; ` • OF 1HE Tp� '� DATE Q r • � + HARNSTA13LE, x - C r M 9 MASS. $ J `�(G�/(fPf 6� �A ibg q. A�0 s�y. c�h RAC.BY: � rfpµAl Town off Barnstable le SCHED.DATE: Morn: ' s - Board of Health -"M ok a �. 200.Main Street, Hyannis MA 02601 Office: 508-862-4644 Paul J.Canniff,D.M.D. FAX: 508-790-6304 Junichi Sawayanagi Donald A,Guadagnoli,M.D.. C�VAJUANUE REQUEST FORM LOCATION Property Address: 997 Craigville Beach Road _ e tt4jC y) Assessor's Map and Parcel Number: .206 / 013 Size of Lot: 10.7 Acres Wetlands Within 300 Ft, Yes Business Name: Town Of Barnstable No Subdivision Name: APPLICANT'S NAME: Mark Marinaccio . Phone 508-790-6323 Did the owner of the property authorize you to represent him or her? Yes No PROPERTY OWNER'S NAME CONTACT PERSON Name: Town Of Barnstable Name: Mark Marinaccio Address: 367 Main Street Address: 800 Pitcher's Way Phone: Phone: 508-790-6323 EMAIL: mark.mannaccio(aRown. arns a le.ma.us VARIANCE FROM REGULATION o i t Reg.) REASON FOR VARIANCE(May attach if more space needed) 310 CMR 15.260 (1) Tight tanks Tight Tank Installation NATURE OF WORK: House Addition ❑ House Renovation. ❑ Repair of Failed Septic System ❑ Checlrlist (to be completed by office staff-person receiving variance request application) 4 Please submit copies in 4 separate completed sets. j Four(4)copies of the completed variance request form Four(4)copies of engineered plan submitted(e.g.septic system plans) Completed seven(7)page checklist confirming review of engineered septic system plan by submitting engineer or registered sanitarian Four(4)copies of labeled dimensional floor plans submitted(c:g.house plans or restaurant kitchen plans) Signed letter stating that the property owner authorized you to represent him/her for this request _ Applicant understands that the abutters must be notified by certified mail at least ten days prior to meeting date at applicant's expense(far Title j V and/or local sewage regulation variances only) j Full menu submitted(for grease trap variance requests only) Variance request application fee collected(no fee for lifeguard modification renewals,grease trap variance renewals[same owner/lessee only], I outside dining variance renewals[same owner/leasee only],and variances to repair failed sewage disposal systems[only if no expansion to the building proposed]) I _ Variance request submitted at least 15 days prior to meeting date i VARIANCE APPROVED Paul J.Canniff,Chairman NOT APPROVED Junichi Sawayanagi REASON FOR DISAPPROVAL Donald A.Guadagnoli,M.D. j Q:\Application Forms\VARIRRQ Rev Jan2017.DOC i i i i r V Town of Barnstable Regulatory Services Richard V.Scali,Interim Director M"M g Public Health Division 679�.pie Thomas McKean,Director 200 Main Street,Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Installer&Designer Certification Form Date:/41*01 Sewage Permit# 0 "Ji Assessor's Map\Parcel Zo b 13 Designer: �-P• L Q_ I- q ktjh��A Installer: 601\1 XVIC Address: �(0 ?-Od -E YA Elm Address: J1 3 &JWM, wi[ % MA QZ'S&St r i(;d1ld C / On C� P)" Acmas issued a permit to install a (date) (installer) septic system at `01'7 W based on a design drawn by I (address) �7olSGe+� t��fT cyr- ,r 11)e-_ dated 13 t ) (designer) I certify that the septic system referenced above was installed substantially according to the design, which may include minor approved changes such as lateral relocation of the distribution box and/or septic tank. Strip out (if required) was inspected and the soils. were found satisfactory. I certify that the septic system referenced above was installed with major changes (i.e. greater than 10' lateral relocation of the SAS or any vertical relocation of any component of the septic system) but in accordance with State&Local Regulations. Plan revision or certified as-built by designer to follow. Strip out(if required)was inspected and the soils were found satisfactory. I certify that the syste referenced above was constructe fiance with the terms of . IRA approval le ers(if applicable) NOF MSa sFAT PN ME (Installer's Signat CnnL AL lgner's Signature) (Affix D tamp 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:\Septic\Designer Certification Form Rev 8-14-13.doc Horsley Witten Group ' Sustainable Environmental Solutions 90 Route 6A•U41•Sandwich,MA 02563 ` \ 508-833-6600•horsleywMen.com •y; March 15, 2017 Mr. Tom McKean, Director Barnstable Board of Health Town of Barnstable 200 Main Street Hyannis, MA 02601 RE: Tight Tank—997 Craigville Beach Road, Centerville, MA Dear Mr. McKean: On behalf of the Town of Barnstable Department of Public Works (DPW), Horsley Witten Group, Inc. (HW) is submitting the enclosed variance application for the installation of a tight tank at the newly renovated Craigville Beach bathhouse facility. The tank has been designed to accommodate a potential future expansion to a septic tank and pump chamber. After the tight tank is installed,the existing septic system will be abandoned in place in accordance with Title 5. The design flow for the system is based water use data obtained from the Centerville Osterville Marstons Mills (C.O.M.M.) Water Department for the 2014 through 2016 seasons. The design flow is estimated at 200%of the average water use, and assumes that 25% is of the water use is attributed to outdoor uses and not contributing to the wastewater flow. Water data is included on the Tight Tank Plan in the variance submittal. The tight tank selected has a 15,000 gallon capacity, which is sized at 500% of the design flow in accordance with Title 5, 310 (MR 15.260. The tank will have floats at high water and at 3/5 tank capacity. The floats are connected to the control panel and a Mission remote alarm system which is mounted on the building adjacent to the tight tank. The Mission alarm provides notification to the Recreation staff when the tank needs pumping, is in a high level condition, and/or during the loss of power. The tank consists of three sections with two baffle walls. The first section accommodates approximately 6,000 gallons (200% of the design flow), the second approximately 3,000 gallons (100% of the design flow), and the third section accommodates approximately 6,000 gallons for future pump chamber volume. The baffles are provided for future conversion of the tank into a septic tank and pump chamber. Access to grade is provided through three 24-in diameter H-20 loading water tight manhole covers and a 36-in by 30-in H2O hatch cover over the outlet side of the tank for pump installation and access in the future. HorsleyWitten.com @HorsleyWittenGroup ®Horsley Witten Group, Inc. 'r Mr. Tom McKean March 15, 2017 < Page 2 of 2 Please let me know if you have any questions or comments. Thank you very much for your consideration of this application. Sincerely, HORSLEY WITTEN GROUP, INC. Joe Henderson, P.E. Project Engineer Enclosures cc: Mark Marinaccio, Barnstable DPW TOWN OF BARNSTABLE LOCATION t3 ® SEWAGE# ---3 VILLAGE rvt ASSESSOR'S MAP&PARCEL INSTALLER'S NAME&PHONE NO. PKIM SEPTIC TANK CAPACITY LEACHING FACILITY. (type) ,� (size) NO. OF BEDROOMS OWNER _ V PERMIT DATE: q ° J COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bott of Leaching Facility Feet Private Water Supply Well and Leaching Facility If an wells exist on site or within 200 feet of leaching facili 04 Feet Edge of Wetland and Leaching Faci ty(If If ds e ist within 300 feet of leaching a l�� Feet FURNISHED BYf'1 f u /(/A�,, ✓ VV fY _Iq /r k', f. -- Postal CERTIFIED o RECEIPT �- Domestic pFor delivery information,visit our website at www.usps.comO. C3 Certified Mail Fee $ pal A PO -r Extra Services&Fees(check as appropriate) SJ. ❑Return Receipt(tuudcop» O ❑Return Receipt(electronic) Postmark 0 I{ C3 ❑Certitled Mall ReeMcted Dellery $ 1, HB�rr�a� (3 ❑Adult Signature Required 5 017 O ❑Adult Signature Restricted Delivery$ i� C3 Postage P —0 'alZi,. Lr) Total Postage and Fees � t m $ - ---- _ r—p Sent To SOMAS, RAYMOND A&CONCETTA ! p §veeiandApf.No.;oii�?5�rti 1 53 SPRINGHlLL DR cis srs��ziP+da""`"" NORTH ATTLEBORO, MA 02760 PS :I/ April 201511 111.1 Certified Mail service provides the following benefits: ■A receipt(this portion of the Certified Mail label). for an electronic return receipt,see a retail n A unique identifier for your mailpiece. associate for assistance.To receive a duplicate ■Electronic verification of delivery or attempted return receipt for no additional fee,present this delivery. 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Extra Services&Fees(check box,add fee as appropdatal ❑Return Receipt(hardcopy) $ �' O O ❑Return Receipt(electronic) $ �iPnc�tr^m�rk T O ❑Certified Mall Restricted Delivery $ .� fq{F;{efe �� ?7 Q ❑Adutt Signature Required $ ❑Adult Signature Restricted Delivery$ 1P Postage 01 u1 Total Postage and Fees 110 M $ J rp Sent Torq FAHEY,STEVEN M p S'tieetandApt.No.,orPbBozNo. PO,BOX 163 cricsiaie,:ziP+dF""""""""""""""""""""" " -CENTERVILLE, MA02632` - - PS Form :.I April 2015I1 10 •r• Certified Mail service provides the following benefits: ■A receipt(this portion of the Certified Mail label). for an electronic return receipt,see a retail ■A unique identifier for your mailpiece. associate for assistance.To receive a duplicate ■Electronic verification of delivery or attempted return receipt for no additional fee,present this delivery. 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PS Form SHOO,April 2015(Reverse)PSN 7530-02-000-9047 Postal CERTIFIED o RECEIPT O Domestic Mail Only O For delivery information,visit our website at www.usps.com". nr .- -- Certified Mail Fee MAR JJA, Extra Services&Fees(checkbar add tee as approp�)Return Receipt(hardoopY) $O ❑Return Receipt(electronic) $ Z'O ❑CertHied Mail ResWcted Delivery $ cC-O ❑Adult signature Required $O ❑Adult Signature Restricted Delivery$O postage `° $ 17U� �) Total Postage and Fees 130 H m $ - -- - -- B Sent To 4 SCOTT, SUZANNE TR O 'DUDLEY MULRENIN SPECIAL cry srate,,zjP;4 ------------------- 16902 CANDELEDA DEAVAILP TAMPA; FL 33613 Certified Mail service provides the following benefits: ■A receipt(this portion of the Certified Mail label). for an electronic return receipt,see a retail ■A unique identifier for your mailpiece. associate for assistance.To receive a duplicate ■Electronic verification of delivery or attempted return receipt for no additional fee,present this delivery. 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Ps Form 3800,April 2015(Reverse)PSN 7530.02-000-9047 Postal CERTIFIED o RECEIPT m Domestic m 0 1 For delivery information,visit our website at www.usps.com10. 0 Certified Mail Fee .=- $-I' p0 ' Extra Services 8�Fees(check box,add tee as appropriate) -- - ❑Return Receipt(nardcap1) $ � SJ C ❑Return Receipt(electronic) $ Postmark C3 ❑Certified Mall Restricted Delivery $ _� �/)� Here O O ❑Aduk Signature Required $ r��(1 O ❑Aduk Signature Restricted Delivery$ O Postage r �2 Ln Total Postage end Fees m Sent To r`zi CHRISTIAN CAMP MEETING ASSOC p StreeiandAptNo.,orPbE 39 PROSPECT AVE _ LAIry ware,ziP+dam""""""" CENTERVILLE, MA02632 Certified Mail service provides the following benefits: ■A receipt(this portion of the Certified Mail label). for an electronic return receipt,see a retail ■A unique identifier for your mailpiece. associate for assistance.To receive a duplicate ■Electronic verification of delivery or attempted return receipt for no additional fee,present this delivery. 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OFFICIAL USE I r3 Certified Mail Fee $ MA PO �- Extra Services&Fees(check hay add fee as apprapdate) -z ❑Retum Receipt(hardcopy) $ O ❑Retum Receipt(electronic) $ Postmark 0 CO ❑certified Mall Restricted Delivery $ Here '0 ❑Adult Signature Required $ Q WR I �'2017 ?t ❑AduR Signature Restricted Delivery$ O Postage S .� $ ul Total Postage and Fees /m $ �A�"�,t'17�0TSQ .A Sent To %-- - -------- � rq �ieetandApi..No.;o.P25�arNo: .R F DALY REALTY LLC ;-__--- 6 WHITE AVENUE " ------- ary,sra3e,ziP+a""""'""' "" '"' TAUNTON, MA 02780 7530-02-000-9047 See Reverse for Instructions Certified Mail service provides the following benefits: ■A receipt(this portion of the Certified Mail label). for an electronic return receipt,see a retail ■A unique identifier for your mailpiece. associate for assistance.To receive a duplicate ■Electronic verification of delivery or attempted return receipt for no additional fee,present this delivery. 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Adult signature restricted delivery service,which ■Certified Mail service is not available for requires the signee to be at least 21 years of age international mail. and provides delivery to the addressee specified ■Insurance coverage is notavailable for purchase by name,or to the addressee's authorized agent with Certified Mail service.However,the purchase (not available at retail). -of Certified Mail service does not change the ■To ensure that your Certified Mail receipt is insurance coverage automatically included with accepted as legal proof of mailing,it should bear a certain Priority Mail items. USPS postmark.If you would like a postmark on ■For an additional fee,and with a proper this Certified Mail receipt,please present your endorsement on the mailpiece,you may request Certified Mail item at a Post Office'"for the following services: postmarking.If you don't need a postmark on this -Return receipt service,which provides a record Certified Mail receipt,detach the barcoded portion of delivery(including the recipient's signature). of this label,affix it to the mailpiece,apply You can request a hardcopy return receipt or an appropriate postage,and deposit the mailpiece. electronic version.For a hardcopy return receipt, complete PS Form 3811,Domestic Return Receipt,attach PS Form 3811 to your mailpiece; IMPORTANT:Save this receipt for tour records. PS Form 313OO,April 2015(Reverse)PSN 7530.02-000-9047 , . • CERTIFIED o RECEIPT o- .. Only ra 0 For�de6livery information,visit our website at www.usps.com". Certified Mail Fee $ 0 Extra Services&Fees(checkbox,add tee as appropriate) S Mn Y ❑Return Recelpt(hardoopy) $ �A A . p ❑RetumReceipt(electronic) $ Postmark n O ❑certified Mail Restricted Delivery $ Here P1111 O ❑Adult Signature Required $ O ❑Adult Signature Restricted Delivery$ r3 Postage $ j P U7 Total Postage and Fees Fin $ 1 10� 004 .A Sent To --- ------ ----- T-qo sr:eai d i.iV6.,6:i�be '""-' CASEY, PAUL H_ airy;"state,ziP+dam"""""""""""""""------ 122 THATCHER ST WESTWOOD, MA 020901 Certified Mail service provides the following benefits: ■A receipt(this portion of the Certified Mail label). for an electronic return receipt,see a retail ■A unique identifier for your mailpiece. associate for assistance.To receive a duplicate ■Electronic verification of delivery or attempted return receipt for no additional fee,present this delivery. USPS®-postmarked Certified Mail receipt to the ■A record of delivery(including the recipients retail associate. signature)that is retained by the Postal Service- Restricted delivery service,which provides for a specified period. delivery to the addressee specified by name,or to the addressee's authorized agent. Important Reminders. Adult signature service,which requires the ■You may purchase Certified Mail service with signee to be at least 21 years of age(not First-Class Mail®,First-Class Package Service®, available at retail). or Priority Mail®service. Adult signature restricted delivery service,which f,Certified Mail service is not available for requires the signee to be at least 21 years of age international mail. and provides delivery to the addressee specified ■Insurance coverage is not available for purchase by name,or to the addressee's authorized agent with Certified Mail service.However,the purchase (not available at retail). of Certified Mail service does not change the ■To ensure that your Certified Mail receipt is insurance coverage automatically included with accepted as legal proof of mailing,it should bear a certain Priority Mail items. USPS postmark.If you would like a postmark on ■For an additional fee,and with a proper this Certified Mail receipt,please present your endorsement on the mailpiece,you may request Certified Mail Item at a Post ice—for the following services: postmarking.If you don't need a postmark on this -Return receipt service,which provides a record Certified Mail receipt,detach the barcoded portion of delivery(including the recipient's signature). of this label,affix it to the mailpiece,apply You can request a hardcopy return receipt or an appropriate postage,and deposit the mailpiece. electronic version.For a hardcopy return receipt, complete PS Form 3811.Domestic Retum Receipt;attach PS Form 3811 to your mailpiece; IMPORTANT:Save this receipt for your records. PS Form 38OO,April 2015(Reverse)PSN 7530-02-000.9047 , Postal CERTIFIED o RECEIPT lv Domestic For our • e OFFICIAL U-,7S-,E Certified Mail Fee f Kj $ \ Extra Services&Fees(check box add Iee as appropriate)', 0 ❑Return Receipt(hardoopy) $ pp p ❑Return Receipt(electronic) $ M n LPostri, O ❑Certified Mall Restricted Delivery. $ Here r - O ❑Adult Signature Required $ED S �Y 0 E]�9ett Signature Restricted Delivery$ 2 3_s i+V`QLj Q 7� _n $ to Total Postage and Fees `1 Ua C1 W H m $ .A Sent To PAULSON, NICOLE J ___ $keel andApf.No.,orpZf Boz No. 199 SPRUCE STREET c�rj Srate,ziP+d� ABINGTON, MA 02351 Certified Mail service provides the following benefits: ■A receipt(this portion of the Certified Mail label). for an electronic return receipt,see a retail n A unique identifier for your mailpiece. associate for assistance.To receive a duplicate ■Electronic verification of delivery or attempted return receipt for no additional fee,present this delivery. USPS®-postmarked Certified Mail receipt to the ■A record of delivery(including the recipient's retail associate. signature)that is retained by the Postal Service- Restricted delivery service,which provides for a specified period. delivery to the addressee specified by name,or to the addressee's authorized agent. Important Reminders. Adult signature service,which requires the ■You may purchase Certified Mail service with signee to be at least 21 years of age(not First-Class Mail®,First-Class Package Service®, available at retail). or Priority Mail®service. Adult signature restricted delivery service,which ■Certified Mail service is notavailable for requires the signee to be at least 21 years of age international mail. and provides delivery to the addressee specified e Insurance coverage is notavailable for purchase by name,or to the addressee's authorized agent with Certified Mail service.However,the purchase (not available at retail). of Certified Mail service does not change the ■To ensure that your Certified Mail receipt is Insurance coverage automatically included with accepted as legal proof of mailing,it should bear a certain Priority Mail items. USPS postmark.If you would like a postmark on ■For an additional fee,and with a proper this Certified Mail receipt,please present your endorsement on the mailpiece,you may request Certified Mail item at a Post Office'for the following services: postmarking.If you don't need a postmark on this Return receipt service,which provides a record Certified Mail receipt,detach the barcoded portion of delivery(including the recipient's signature). of this label,affix it to the mailpiece,apply You can request a hardcopy return receipt or an appropriate postage,and deposit the mailpiece. electronic version.For a hardcopy return receipt, complete PS Form 3811,Domestic Return Receipt,attach PS Form 3811 to your mailpiece; IMP09TAli1:Save this receipt for your records. Ps Form 38OO,April 2015(Reverse)PSN 7530-02-000-9047 Postal CERTIFIED o RECEIPT o- Domestic Mail Only Er For delivery information,visit our website at www.usps.com".OFFICIAL USLE Or%- Certified Mail Fee -M A P -.r Extra Services&Fees(checkhox,add fee as eppropdate) ❑Return Receipt(hardcoP» $ 0 O ❑Return Receipt(electronic) $ pong I`I ❑Cerilfled Mall Restricted Delivery $ Z 'A5rH6fa�. O ❑Adult Signature Required $ O ❑Adult Signature Restricted Delivery$ S `� C3 Postage 0�s61— Ln Total Postage and Fees 1oa-/ 130 K Im $ _ `p sent To ;BEST BUDDIES SUPPORTING CORP o StreeiandApLNo-,W15 SA' 100 SOUTHEAST SECOND ST c(ry,"sraie,ziP+dam----;--- STE 2200 - - :rr r MIAMI,FL33131 Certified Mail service provides the following benefits: ■A receipt(this portion of the Certified Mail label). for an electronic return receipt,see a retail ■A unique identifier for your mailpiece. associate for assistance.To receive a duplicate ■Electronic verification of delivery or attempted return receipt for no additional fee,present this delivery. USPS®-postmarked Certified Mail receipt to the ■A record of delivery(including the recipient's retail associate. signature)that is retained by the Postal Service- Restricted delivery service,which provides for a specified period. delivery to the addressee specified by name,or to the addressee's authorized agent Important Reminders. Adult signature service,which requires the ■You may purchase Certified Mail service with signee to be at least 21 years of age(not First-Class Mail®,First-Class Package Service®, available at retail). or Priority Mail®service. Adult signature restricted delivery service,which ■Certified Mail service is notavailable for requires the signee to be at least 21 years of age international mail. and provides delivery to the addressee specified !Insurance coverage is not available for purchase by name,or to the addressee's authorized agent with Certified Mail service.However,the purchase (not available at retail). of Certified Mail service does not change the ■To ensure that your Certified Mail receipt is insurance coverage automatically included with accepted as legal proof of mailing,it should bear a certain Priority Mail items. USPS postmark.If you would like a postmark on ■For an additional fee,and with a proper this Certified Mail receipt,please present your endorsement on the mailpiece,you may request Certified Mail item at a Post Office"for the following services: postmarking.If you don't need a postmark on this -Return receipt service,which provides a record Certified Mail receipt,detach the barcoded portion of delivery(including the recipient's signature). of this label,affix it to the mailpiece,apply You can request a hardcopy return receipt or an appropriate postage,and deposit the mailpiece. electronic version.For a hardcopy return receipt, complete PS Form 3811,Domestic Return Receipt,attach PS Form 3811 to your mailpiece; IMPORTANT.Save this receipt for your records. PS Form 3800,April 2015(Reverse)PSN 7530-02-000-9047 Postal CERTIFIED o RECEIPT ti Domestic Mail Only Er- For delivery information,visit our website at www.usps.comO. r-3 '--OFFICIAL USE r- Certified Mail Fee $ - rJ1 A P p� �- Extra rvioes&Fees(checkbox,add fee as appropriate) ❑Return Receipt(hardcopy) $ t`{+� O O ❑Return Receipt(electronic) $ Postmark�l� I 1-3 ❑Certifled Mall Restricted Delivery $ � q Here - O ❑Adult SigrudureRequired $ (� O ❑Adult Signature Restricted Delivery$ tt � ..� $fie Ln Total Postage and Fees m $ _n Sent To - p sideeienifapf.No.;oip25�oz BEAUREGARD,TODD D&ANNE r_ ______________________________; 137 FAIRMONT ST City,State,ZIP+4s LOWELL, MA 01852-3719 Certified Mail service provides the following benefits: ■A receipt(this portion of the Certified Mail label). for an electronic return receipt,see a retail ■A unique identifier for your mailpiece. associate for assistance.To receive a duplicate ■Electronic verification of delivery or attempted return receipt for no additional fee,present this delivery. USPS®-postmarked Certified Mail receipt to the ■A record of delivery(including the recipient's retail associate. signature)that is retained by the Postal Service' Restricted delivery service,which provides for a specified period. delivery to the addressee specified by name,or to the addressee's authorized agent. Important Reminders: Adult signature service,which requires the ■You may purchase Certified Mail service with signee to be at least 21 years of age(not First-Class Mail®,First-Class Package Service®, available at retail). or Priority Mail®service. Adult signature restricted delivery service,which ■Certified Mail service is notavailable for requires the signee to be at least 21 years of age international mail. and provides delivery to the addressee specified Insurance coverage is not available for purchase by name,or to the addressee's authorized agent with Certified Mail service.However,the purchase (not available at retail). of Certified Mail service does not change the ■To ensure that your Certified Mail receipt is insurance coverage automatically included with accepted as legal proof of mailing,it should bear a certain Priority Mail items. USPS postmark.If you would like a postmark on ■For an additional fee,and with a proper this Certified Mail receipt,please present your endorsement on the mailpiece,you may request Certified Mail item at a Post Office'for the following services: postmarking.If you don't need a postmark on this -Return receipt service,which provides a record Certified Mail receipt,detach the barcoded portion of delivery(including the recipient's signature). _ of this label,affix it to the mailpiece,apply You can request a hardcopy return receipt or an appropriate postage,and deposit the mailpiece. electronic version.For a hardcopy return receipt, complete PS Form 3811,Domestic Retum Receipt;attach PS Form 3811 to your mailpiece; IMPORTANT.Save this receipt for your records. III PS Form 3800r April 2015(Reverse)PSN 7530-02-000-9047 L Postal CERTIFIED o RECEIPT u1 Domestic Mail Only oFor delivery information,visit our website at www.usps.com@. - o r- Certified Mail Fee -2- $ MA POS _r Extra Services&Fees(checkbox,add tee as eppropriate) 1 ❑Retum Recelpt Owdoopy) $ O O ❑Return Receipt(electronic) $ ^� Postmark . T O ❑certified Mail Rewcted Delivery $ S Here 2017 �► 7 C3 ❑AduR Signaure Required $ a j u 20�f T O ❑AduR Signature Restricted Delivery$ 0 Postage Q u7 Total Postage and Fees ' m $ .A Sent To NINIVAGGI,ANTHONY Street and4pt.Alo.,orPbBoxlU PO BOX 193 M1 City- State,Z Ci iFq 41------------- WEST HYANNISPORT, MA 02672 ••, Certified Mail service provides the following benefits: ■A receipt(this portion of the Certified Mail label). for an electronic return receipt,see a retail ■A unique identifier for your mailpiece. associate for assistance.To receive a duplicate ■Electronic verification of delivery or attempted return receipt for no additional fee,present this delivery. USPS®-postmarked Certified Mail receipt to the ■A record of delivery(including the recipient's retail associate. signature)that is retained by the Postal Service- Restricted delivery service,which provides for a specified period. delivery to the addressee specified by name,or to the addressee's authorized agent. Important Reminders. Adult signature service,which requires the ■You may purchase Certified Mail service with signee to be at least 21 years of age(not First-Class Mails,First-Class Package Service®, available at retail). or Priority Mail®service. Adult signature restricted delivery service,which ■Certified Mail service is notavailable for requires the signee to be at least 21 years of age international mail. and provides delivery to the addressee specified ■Insurance coverage is notavailable for purchase by name,or to the addressee's authorized agent with Certified Mail service.However,the purchase (not available at retail). of Certified Mail service does not change the ■To ensure that your Certified Mail receipt is insurance coverage automatically included with accepted as legal proof of mailing,it should bear a certain Priority Mail items. USPS postmark.If you would like a postmark on ■For an additional fee,and with a proper this Certified Mail receipt,please present your endorsement on the mailpiece,you may request Certified Mail item at a Post Office-for the following services: postmarking.If you don't need a postmark on this -Return receipt service,which provides a record Certified Mail receipt,detach the barcoded portion of delivery(including the recipient's signature), of this label,affix it to the mailpiece,apply You can request a hardcopy return receipt or an appropriate postage,and deposit the mailpiece. electronic version.For a hardcopy return receipt, complete PS l'orm 3811,Domestic Return Receipt;attach PS Form 3811 to your mailpiece; IMPORTANlp savethis receipt fdr your records. PS Form 3800,April 2015(Reverse)PSN 7530-02-000-9047 PostalTM CERTIFIED o RECEIPT Domestic Mail Only ..n o For delivery information,visit our website at www.usps.comO. - O Certified Mail Fee O A p � $ L�` O(% _ _I- Extra Services&Fees(checkb"add fee as appropriate) �r J• ❑Return Receipt(tuudoopy) $ O ❑Return Receipt(electronic) $ P'ostnlafk. O ❑ �1 O Certltied Mall Restricted Delivery $ r ..Herei _ Postage O ❑Adult Signature Required $ O ❑Adult Signature Restricted Delivery$ {+ Ln Total Postage and Fees 17 µ d m $ .0 Sent To ' LAW, AW MARK B s�tieeienifApi No.;oi3'bBozAlc 57 CROCKER ROAD -- WEST BARNSTABLE, MA 02668 Certified Mail service provides the following benefits: ■A receipt(this portion of the Certified Mail label). for an electronic return receipt,see a retail ■A unique identifier for your mailpiece. associate for assistance.To receive a duplicate ■Electronic verification of delivery or attempted return receipt for no additional fee,present this delivery. USPS®-postmarked Certified Mail receipt to the ■A record of delivery(including the recipient's retail associate. signature)that is retained by the Postal Service' Restricted delivery service,which provides for a specified period. delivery to the addressee specified by name,or to the addressee's authorized agent. Important Reminders. Adult signature service,which requires the ■You may purchase Certified Mail service with signee to be at least 21 years of age(not First-Class Mail®,First-Class Package Service®, available at retaiq. or Priority Mali®service. Adult signature restricted delivery service,which ■Certified Mail service is not available for requires the signee to be at least 21 years of age international mail. and provides delivery to the addressee specified ■Insurance coverage is not available for purchase by name,or to the addressee's authorized agent • with Certified Mail service.However,the purchase (not available at retail). of Certified Mail service does not change the ■To ensure that your Certified Mail receipt is insurance coverage automatically included with accepted as legal proof of mailing,it should bear a certain Priority Mail items. USPS postmark.If you would like a postmark on ■For an additional fee,and with a proper this Certified Mail receipt,please present your endorsement on the mailpiece,you may request Certified Mail item at a Post Office'for the following services: postmarking.if you don't need a postmark on this -Return receipt service,which provides a record Certified Mail receipt,detach the barcoded portion of delivery(including the recipient's signature). of this label,affix it to the mailpiece,apply You can request a hardcopy return receipt or an appropriate postage,and deposit the mailpiece. electronic version.For a hardcopy return receipt, complete PS Form 3811,Domestic Return Receipt;attach PS Form 3811 to your mailpiece; IMPOKAN11 Save this receipt for your records. PS Form SHOO,April 2015(Reverse)PSN 7530-02-000-9047 Postal CERTIFIED o RECEIPT Domestic Mail Only u- For delivery information,visit our website at www.usps.com". o r- Certified Mail Fee �- Extra ServiCeS&Fees(checkbox addfeeasappropriate) ❑Return Receipt(hardeoPY) $ p ❑Return Receipt(electronic) $ (' _&A Postmark O C ❑Certified Mall Restricted Delivery $ - t Here O ❑Adult Signature Required $ 0 ❑Adult Signature Restricted Delivery$ O Postage Oar $ !yea rlo5 tf) Total Postage and Fees m $ Sent To BEACH CLUB OF CRAIGVILLE INC 5nee{and Apt i�To.;oiP25�oz P 0 BOX 297 c)ry Z1Pr4-8FR CENTERVILLE, MA 02632 r r r r, rrr•,. Certified Mail service provides the following benefits: ■A receipt(this portion of the Certified Mail label). for an electronic return receipt,see a retail ■A unique identifier for your mailpiece. associate for assistance.To receive a duplicate ■Electronic verification of delivery or attempted return receipt for no additional fee,present this delivery. USPS®-postmarked Certified Mail receipt to the ■A record of delivery(including the recipients retail associate. signature)that is retained by the Postal Service— Restricted delivery service,which provides for a specified period. delivery to the addressee specified by name,or, to the addressee's authorized agent. Important Reminders. Adult signature service,which requires the ■You may purchase Certified Mail service with signee to be at least 21 years of age(not First-Class Mail®,First-Class Package Service®, available at retail). or Priority Mail®service. Adult signature restricted delivery service,which n Certified Mail service is not available for requires the signee to be at least 21 years of age international mail. and provides delivery to the addressee specified ■Insurance coverage is not available for purchase by name,or to the addressee's authorized agent with Certified Mail service.However,the purchase (not available at retail). of Certified Mail service does not change the ■To ensure that your Certified Mail receipt is insurance coverage automatically included with accepted as legal proof of mailing,it should bear a certain Priority Mail items. USPS postmark.If you would like a postmark on ■For an additional fee,and with a proper this Certified Mail receipt,please present your endorsement on the mailpiece,you may request Certified Mail item at a Post Office-for the following services: postmarking.If you don't need a postmark on this Return receipt service,which provides a record Certified Mail receipt,detach the barcoded portion . of delivery(including the recipient's signature). of this label,affix it to the mailpiece,apply You can request a hardcopy return receipt or an appropriate postage,and deposit the mailpiece. electronic version.For a hardcopy return receipt, complete PS Form 3811,Domestic Return Receipt,attach PS Form 3811 to your mailpiece; IMPORTAM7.Save Ibis receipt fog your records. PS Form 3800,April 2015(Reverse)PSN 7530-02-000-9047 .o CERTIFIED o RECEIPT Domestic Mail Only Er For delivery information,visit our website at e 0 OCertified Mail Fee -T $ T � Extra Services 8 Fees(checkbory add fee as appropriate) � T ❑Return Receipt(hardcop» $ f1 C3 ❑Return Receipt(electronic) $ POStR18r1C i7'i p ❑Certltied Mail Restricted Delivery $ (7 Here t3 [:]Adult Signature Required $ O ❑Adult Signature Restricted Delivery$ l= Postage 02563' $ 1Ua e�ff Ln Total Postage and Fees m $ Sent To SiFeeiandapErifo.;orPZSBozN, BARNSTABLE,TOWN OF (CPA)- �` cny's'raie,X4a-------------- 367 MAIN STREET HYANNIS, MA 02601 Certified Mail service provides the following benefits: ■A receipt(this portion of the Certified Mail label). for an electronic return receipt,see a retail ■A unique identifier for your mailpiece. associate for assistance.To receive a duplicate ■Electronic verification of delivery or attempted return receipt for no additional fee,present this delivery. USPS®-postmarked Certified Mail receipt to the ■A record of delivery(including the recipient's retail associate. signature)that is retained by the Postal Service' Restricted delivery service,which provides for a specified period. delivery to the addressee specified by name,or to the addressee's authorized agent. Important Reminders: Adult signature service,which requires the ■You may purchase Certified Mail service with signee to be at least 21 years of age(not First-Class Mail®,First-Class Package Service®, available at retail). or Priority Mail®service. Adult signature restricted delivery service,which n Certified Mail service is not available for requires the signee to be at least 21 years of age international mail. and provides delivery to the addressee specified ■Insurance coverage is notavailable for purchase by name,or to the addressee's authorized agent with Certified Mail service.However,the purchase (not available at retail). of Certified Mail service does not change the a To ensure that your Certified Mail receipt is insurance coverage automatically included with accepted as legal proof of mailing,it should bear a certain Priority Mail items. USPS postmark.If you would like a postmark on ■For an additional fee,and with a proper this Certified Mail receipt,please present your endorsement on the mailpiece,you may request Certified Mail item at a Post Office'for the following services: postmarking.If you don't need a postmark on this -Return receipt service,which provides a record Certified Mail receipt,detach the barcoded portion of delivery(including the recipient's signature). of this label,affix it to the mailpiece,apply You can request a hardcopy return receipt or an appropriate postage,and deposit the mailpiece. electronic version.For a hardcopy return receipt, complete PS Form 3811,Domestic Return Receipt,'attach PS Form 3811 to your mailpiece; IMPORTANT!Save this receipt for your records. PS Form 3800,April 2015(Reverse)PSN 7530-02-000-9047 Postal CERTIFIED o RECEIPT o Domestic ru 6-- Er For delivery information,visit our website at www.usps.comO. o OFFICIAL U PS-F QCertified Mail Fee 0 $ U/ Extra Services&Fees(cbeckbcK edd/ee es epcmpdate) ❑Return Receipt(hardcopy) $ 1 O ❑Return Receipt(electronic) $ ppyy,a* p ❑Certlfled Mall Restricted Delivery $ G Here ` O ❑Adult Signature Required $ d Q o ❑Adult Signature Restricted Delivery$ S Q25 63�� O Postage � Ln Total Postage and Fees '7Ua ( p POr� rl m $ - -0 Sent To HOBE, MATT CHARLES TR { o S�iieetendApt.I�fo, o�P?5ei CRAIGVILLE BEACH RD NOM RLTY r` crrysrafe,ziP+da""'--- 4740 NORTH ARCADE FRESNO, CA 93704 Certified Mail service provides the following benefits: ■A receipt(this portion of the Certified Mail label). for an electronic return receipt,see a retail ■A unique identifier for your mailpiece. associate for assistance.To receive a duplicate ■Electronic verification of delivery or attempted return receipt for no additional fee,present this delivery. USPS®-postmarked Certified Mail receipt to the ■A record of delivery(including the recipient's retail associate. signature)that is retained by the Postal Service- Restricted delivery service,which provides for a specified period. delivery to the addressee specified by name,or to the addressee's authorized agent Important Reminders.- Adult signature service,which requires the ■You may purchase Certified Mail service with signee to be at least 21 years of age(not First-Class Mail®,First-Class Package Service®, available at retail). . or Priority Mail®service. Adult signature restricted delivery service,which ■Certified Mail service is notavailable for requires the signee to be at least 21 years of age international mail. and provides delivery to the addressee specified ■Insurance coverage is notavailable for purchase by name,or to the addressee's authorized agent with Certified Mail service.However,the purchase (not available at retail). of Certified Mail service does not change the ■To ensure that your Certified Mail receipt is insurance coverage automatically included with accepted as legal proof of mailing,it should bear a certain Priority Mail items. USPS postmark.If you would like a postmark on ■For an additional fee,and with a proper this Certified Mail receipt,please present your endorsement on the mailpiece,you may request Certified Mail item at a Post Office'for the following services: postmarking.If you don't need a postmark on this -Return receipt service,which provides a record Certified Mail receipt,detach the barcoded portion of delivery(including the recipient's signature). of this label,affix it to the mailpiece,apply You can request a hardcopy return receipt or an appropriate postage,and deposit the tailpiece. electronic version.For a hardcopy return receipt, complete PS Form 3811,DomesUcRetum Receipt;attach PS Form 3811 to your mailpiece; IMPORTANDSave this receipt for your records. PS Form 3800,April 2015(Reverse)PSN 7530-02.000-9047 Postal CERTIFIED o RECEIPT Domestic m Er For delivery information,visit our website at www.usios.corriO. 0 I OFFICIAL USE QCertified Mail Fee I g MA p0 �- Extra Services&Fees(checkbnw edd leeasapproprlate) ❑Return Receipt(trardoopy) $ O ❑Return Receipt(electronic) $ r Postmark p ❑Certified Mall Restricted Delivery $ WefeQ "n C ❑Adult Signature Required $ 2017 O []Adult Signature Restricted Delivery$ Postage Ln Total Postage and Fees ��� '.• D 1 m $ Sent To f 54�eeandApilYo:,oih2fB WILLIAMS, BRUCE C& KIMBERLY - �` crry;sraie,ziP+a'� """'"- PO BOX 51 CENTERVILLE, MA 02632 i :r• r rr rr,•r. Certified Mail service provides the following benefits: ■A receipt(this portion of the Certified Mail label). for an electronic return receipt,see a retail ■A unique identifier for your mailpiece. associate for assistance.To receive a duplicate ■Electronic verification of delivery or attempted return receipt for no additional fee,present this delivery. USPS®-postmarked Certified Mail receipt to the ■A record of delivery(including the recipient's retail associate. signature)that is retained by the Postal Service- Restricted delivery service,which provides for a specified period. delivery to the addressee specified by name,or to the addressee's authorized agent. Important Reminders. Adult signature service,which requires the ■You may purchase Certified Mail service with signee to be at least 21 years of age(not First-Class Mail®,First-Class Package Service®, available at retail). or Priority Mail®service. Adult signature restricted delivery service,which ■Certified Mail service is not available for requires the signee to be at least 21 years of age international mail. and provides delivery to the addressee specified ■Insurance coverage is notavailable for purchase by name,or to the addressee's authorized agent with Certified Mail service.However,the purchase (not available at retail). of Certified Mail service does not change the ■To ensure that your Certified Mail receipt is insurance coverage automatically included with accepted as legal proof of mailing,it should bear a certain Priority Mail items. USPS postmark.If you would like a postmark on ■For an additional fee,and with a proper this Certified Mail receipt,please present your endorsement on the mailpiece,you may request Certified Mail item at a Post Office-for the following services: postmarking.If you don't need a postmark on this -Return receipt service,which provides a record Certified Mail receipt,detach the barcoded portion of delivery(including the recipient's signature). of this label,affix it to the mailpiece,apply You can request a hardcopy return receipt or an .appropriate postage,and deposit the mailpiece. electronic version.For a hardcopy return receipt, complete PS Form 3811,Domestic Return Receipt;attach PS Form 3811 to your mailpiece; IMPORTAN,1:Save this receipt for your records. PS Form 3800,April 2015(Reverse)PSN 7530-02-000-9047 Postal CERTIFIED o RECEIPT lti Domestic Only 0 ul For delivery information,visit our website at www.usps.comO. r- Certified Mail Fee 1l. $ O Extra Services&Fees(checkbaw add fee as appropriate) 0 o �� T ❑Return Receipt(hardoopy) $ [u�.q O ❑Return Recelpt(electronic) $ -Z '""�Postrnark n O ❑Certified Mail Restricted Delivery $ 6 Here n� O ❑Adult Signature Required $ S O ❑Adult Signature Restricted Delivery$ Q �jQ� C3 Postage .n $ Aa W rJ7 Total Postage and Fees m $ ,0 Sent To ANAGNOS,JEFFREY S p saeert'anWA it.WE,156'96W 45:"""""""" 543 SPRING LAKE ROAD' Ciry State,ZIP+4� -"""""-------------- RED HOOK, NY 12571 PS Form :10 April 20151 1 ,,,•I• Certified Mail service provides the following benefits: �I ■A receipt(this portion of the Certified Mail label). for an electronic return receipt,see a retail ■A unique identifier for your mailpiece. associate for assistance.To receive a duplicate ■Electronic verification of delivery or attempted return receipt for no additional fee,present this delivery. USPS®-postmarked Certified Mail receipt to the ■A record of delivery(including the recipient's retail associate. signature)that is retained by the Postal Service- Restricted delivery service,which provides for a specified period. delivery to the addressee specified by name,or to the addressee's authorized agent. Important Reminders: Adult signature service,which requires the ■You may purchase Certified Mail service with signee to be at least 21 years of age(not First-Class Mail®,First-Class Package Service®, available at retail). or Priority Mail®service. Adult signature restricted delivery service,which a Certified Mail service is notavailable for requires the signee to be at least 21 years of age international mail. and provides delivery to the addressee specified ■Insurance coverage is notavailable for purchase by name,or to the addressee's authorized agent with Certified Mail service.However,the purchase (not available at retail). of Certified Mail service does not change the ■To ensure that your Certified Mail receipt is insurance coverage automatically included with accepted as legal proof of mailing,it should bear a certain Priority Mail items. USPS postmark.If you would like a postmark on ■For an additional fee,and with a proper this Certified Mail receipt,please present your endorsement on the mailpiece,you may request Certified Mail item at a Post Office-for the following services: postmarking.If you don't need a postmark on this -Return receipt service,which provides a record Certified Mail receipt,detach the barcoded portion of delivery(including the recipient's signature). of this label,affix it to the mailpiece,apply You can request a hardcopy return receipt or an appropriate postage,and deposit the mailpiece. electronic version.For a hardcopy return receipt, complete PS Form 3811,Domestic Return Receipt attach PS Form 3811 to your mailpiece; IMPORTAIP.Save this receipt for your records. PS Form 3800,April 2015(Reverse)PSN 7530-02-000-9047 Postal CERTIFIED o RECEIPT m Domestic Er For delivery information,visit our website at www.usps.corriO ra to Certified Mall Fes A Po� �- Extra SerViCes&Fees(checkbo);add fee as approbate) ��� ❑Return Receipt(herdcop» $ 1 O ❑Return Recelpt(electronic) $ Q I {,P4013 fRark 20:17 C ❑Certified Mall Restricted Delivery $ �., ( Here' LU C3 ❑Adult Signature Required $ - O ❑Adult Signature Restricted Delivery$ s o Pie �J �0j 5*63Ai jLn Tota)Postage and Fees Im $ .11 Sent To o -Nie®i-and.ajifA .,13596zlVo; BARNSTABLE,TOWN OF (BCH) r` aiy,-siata,ziP+d�""--""""'' 367 MAIN STREET I� HYANNIS, MA 02601 Certified Mail service provides the following benefits: ■A receipt(this portion of the Certified Mail label). for an electronic return receipt,see a retail ■A unique identifier for your mailpiece. associate for assistance.To receive a duplicate ■Electronic verification of delivery or attempted return receipt for no additional fee,present this delivery. USPS®-postmarked Certified Mail receipt to the ■A record of delivery(including the recipient's retail associate. signature)that is retained by the Postal Service- Restricted delivery service,which provides for a specified period. delivery to the addressee specified by name,or to the addressee's authorized agent. Important Reminders. Adult signature service,which requires the ■You may purchase Certified Mail service with signee to be at least 21 years of age(not First-Class Mail®,First-Class Package Service®, available at retail). or Priority Mail®service. Adult signature restricted delivery service,which ■Certified Mail service is not available for requires the signee to be at least 21 years of age international mail. and provides delivery to the addressee specified ■Insurance coverage is notavailable for purchase by name,or to the addressee's authorized agent with Certified Mail service.However,the purchase (not available at retail). of Certified Mail service does not change the ■To ensure that your Certified Mail receipt is insurance coverage automatically included with accepted as legal proof of mailing,it should bear a j certain Priority Mail items. USPS postmark If you would like a postmark on ■For an additional fee,and with a proper this Certified Mail receipt,please present your endorsement on the mailpiece,you may request Certified Mail item at a Post Office""for the following services: postmarking.If you don't need a postmark on this -Return receipt service,which provides a record Certified Mail receipt,detach the barcoded portion of delivery(including the recipient's signature). of this label,affix it to the mailpiece,apply You can request a hardcopy return receipt or an appropriate postage,and deposit the mailpiece. electronic version.For a hardcopy return receipt, complete PS Form 3811,Domestic Return Receipt attach PS Form 3811 to your mailpiece; IMPORrW..Save this receipt for your records. Ps Form 38O0,Apri12015(Reverse)PSN 7530-02.000-9047 Postal CERTIFIED o RECEIPT .o Domestic Mail Only 0 o For delivery information,visit our website at www.usps.como. - o OFFICIAL US-E r- Certified Mail Fee MA P -I- Extra Services&Fees(check W add fee as appropriate) ❑Return Receipt(tardcopld $ .. .G O ❑CerumReceipt estectronic)rictedD $ *J 2017 + O Certified Mail Restricted Delivery $ era L _ ❑Adult Signature Required $ C3 []Adult Signature Restricted Dellvery$ If 6__1 Ln Total Postage and Fees I��� Im $ - Sent To SPELLMAN, LAWRENCE J III TR DAS ;t�eefandApf.No.,oiPbB INVESTMENT REALTY TRUST crry;'srare,ziP+dam p 0 BOX 397 I ;„ CENTER OSSIPEE NH 03814 _. . Certified Mail service provides the following benefits: ■A receipt(this portion of the Certified Mail label). for an electronic return receipt,see a retail ■A unique identifier for your mailpiece. associate for assistance.To receive a duplicate ■Electronic verification of delivery or attempted return receipt for no additional fee,present this delivery. USPS®-postmarked Certified Mail receipt to the ■A record of delivery(including the recipient's retail associate. signature)that is retained by the Postal Service- Restricted delivery service,which provides for a specified period. delivery to the addressee specified by name,or to the addressee's authorized agent. Important Reminders., Adult signature service,which requires the ■You may purchase Certified Mail service with signee to be at least 21 years of age(not First-Class Mail®,First-Class Package Service®, available at retail). or Priority Mail®service. Adult signature restricted delivery service,which ■Certified Mail service is not available for requires the signee to be at least 21 years of age international mail. and provides delivery to the addressee specified ■Insurance coverage is not available for purchase by name,or to the addressee's authorized agent with Certified Mail service.However,the purchase (not available at retail). of Certified Mail service does not change the ■To ensure that your Certified Mail receipt is insurance coverage automatically included with accepted as legal proof of mailing,it should bear a certain Priority Mail items. USPS postmark.If you would like a postmark on ■For an additional fee,and with a proper this Certified Mail receipt,please present your endorsement on the mailpiece,you may request Certified Mail item at a Post Office"for the following services: postmarking.If you don't need a postmark on this -Return receipt service,which provides a record Certified Mail receipt,detach the barcoded portion of delivery(including the recipient's signature). of this label,affix it to the mailpiece,apply You can request a hardcopy return receipt or an appropriate postage,and deposit the mailpiece. electronic version.For a hardcopy return receipt, complete PS Farm 3811,Domestic Return Receipt;attach PS Form 3811 to your mailpiece; IMPORTANT:Save this feceipt for your records. PS Form 3900r Apnl 2015(Reverse)PSN 7530-02-000-9047 Postal CERTIFIED o RECEIPT p Domestic Mail Only I co For delivery information,visit our website at www.usps.comO. C3 0 Certified Mail Fee A P S $ OS)• F)dra Services&Fees(check box,add lee as appropriate) ❑Return Receipt(tianloopy) $ O p ❑Return Receipt(electronic) $ PO �� T p ❑certified Mall Restricted Delivery $ 0 ��I�f� p ❑Adult Signature Required $ -4 0 ❑Adult Signature Restricted Delivery$ Postage �J/JSi Total Postage and Fees '/ m $ D sent To GRAMMATICAS,ANDREW o sires"tendapr rJa.;oii�ZJZUR6----- 85 PARTRIDGE ST airy State,ZIP+4� FRANKLIN, MA 02038 Certified Mail service provides the following benefits: ■A receipt(this portion of the Certified Mail label). for an electronic return receipt,see a retail ■A unique identifier for your mailpiece. associate for assistance.To receive a duplicate ■Electronic verification of delivery or attempted return receipt for no additional fee,present this delivery. USPS®-postmarked Certified Mail receipt to the ■A record of delivery(including the recipient's retail associate. signature)that is retained by the Postal Service- Restricted delivery service,which provides for a specified period. delivery to the addressee specified by name,or to the addressee's authorized agent. Important Reminders: Adult signature service,which requires the ■You may purchase Certified Mail service with signee to be at least 21 years of age(not First-Class Mail®,First-Class Package Service®, available at retail). or Priority Mail®service. Adult signature restricted delivery service,which ■Cerfified Mail service is not available for requires the signee to be at least 21 years of age international mail. and provides delivery to the addressee specified ■Insurance coverage is not available for purchase by name,or to the addressee's authorized agent with Certified Mail service.However,the purchase (not available at retail). of Certified Mail service does not change the ■To ensure that your Certified Mail receipt is insurance coverage automatically included with _ accepted as legal proof of mailing,it should bear a certain Priority Mail items. USPS postmark.If you would like a postmark on ■For an additional fee,and with a proper this Certified Mail receipt,please present your endorsement on the mailpiece,you may request Certified Mail item at a Post Office-for the following services: postmarking.it you don't need a postmark on this -Return receipt service,which provides a record Certified Mail receipt,detach the barcoded portion of delivery(including the recipient's signature). of this label,affix it to the mailpiece,apply You can request a hardcopy return receipt or an appropriate postage,and deposit the mailpiece. electronic version.For a hardcopy return receipt, complete PS Form 3811,Domestic Retum Receipt;attach PS Form 3811 to your mailpiece; IMPORTANT.Save this receipt for your records. PS Form 3800,April 2015(Reverse)PSN 7530-02-000.9047 i SENDER: COMPLETE THIS SECTION COMPLETE THIS SECTION ON DELIVERY ■ Complete items 1,2,and 3. A. Signa ■ Print your name and address on the reverse X ❑Agent so that we can return the card to you. ❑Addressee ■ Attach this card to the back of the mailpiece, B. Received y(PWnted Name) C. Date of Delivery or on the front if space permits. M"1� G 3 , (--0 1. Article Addressed to: D. Is delivery address different from Item 1? ❑Yes If YES,enter delivery address below: ❑No LAJ1 `DARK B - — _ I 57 CROCKER ROAD I WEST BARNSTABLE, MA 02668 3. Service Type El Priority Mail II I IIIII IIII III I II II I I II III II IIIII II I II II I III ❑Adult Signature ❑Registered Mail�® duff Signature Restricted Delivery ❑Reeggistered Mail Restricted Certified Mail® Delivery 9590„�9402 IV82 6225 6093 29 Certified Mail Restricted Delivery ❑Retum Receipt for C- ❑Collect on Delivery,,. Merchandise 2. Article Number(1ranster from service label) ❑Collect on Delivery Restricted belivery ❑Signature ConfirmationTM -- -i Mail ❑Signature confirmation 7 16 3 56 0 p 0 0 4 4 0 7 0 96 8 z ;E 5001 Restricted Delivery Restricted Delivery PS Form 3811,July 2015 PSN 7530-02-000-9053 Domestic Return Receipt rl -7 -O�J USPS TRACKING# First-Class Mail Postage k Fees Paid USPS Permit No.G-10 9590 9402��2M L225 6093 29 United States •Sender:Please print your name,address,and ZIP+4®in this box* Postaftervice Horsley Witten Group, Inc. 90 Route 6A, Unit#1 Sandwich,.MA 02563 'H:ld ON J H SECTIONSENDER: COMPLETE THIS SECTION COMPLETE THIS ON DELIVERY ■ Complete items 1,2,and 3. A. Signature ■ Print your name and address on the reverse X ❑Agent so that we can return the card to you. L'3'Addressee ■ Attach this card to the back of the mailpiece, B eived by(Printer Name) C. to of a!very or on the front if space permits. Sv�i✓��' 1. Article Addressed to: D. Is delivery address differep6rom Rem 1? ❑Yes If YES,enter delivery adbress below: ❑No j FAHEY, STEVEN M PO BOX 163 I CENTERVILLE, MA 02632 it i�IIII I I I II III II II I I II III II III 111111111 I I I I I I I I Ill 3. Service Type ❑Priority Mail Express® ❑Adult Signature ❑Registered MaiIT"" ❑Adult Signature Restricted Delivery ❑Registered Mail Restricted Certified Mall® Delivery 9590.1402 32 6225 6094 11 ❑Canifled Mall Restricted Delivery ❑Retum Recelptfor ❑collect on Delivery Merchandise Article NiL'mber ff ansfer from_seruicalabon Delivery Restricted Delivery ❑Signature Confirmation*"' Map ❑Signature Confirmation z7 o 1-% 3 5 6'p00001 44 07 �+ 5? 1- i ,1A0�I Restricted Delivery Restricted Delivery PS Form 3811,July 2015 PSN 7530-02-000-9053 Domestic Return Receipt i USPS TRACKING# First-Class Mail :t Postage&Fees Paid USPS Permit No.G-10 9590 9402 2282 6225 6094 11 United States •Sender.Please print your name,address,and ZIP+4®in this box* Postal Service i Horsley Witten Group, Inc. 90 Route 6A, Unit#1 Sandwich, NIA 02563 i 1l�lillIllilj.1111I1iflli.l"1111,ll'il1!,I/I!IIiII:i 1111lil)I1i11I/ COMPLETE • ■ Complete items 1°2,and 3. ;. A i ature I ■ Print your name and_address oh: :reverse X 13 C , (`.d ❑Agent see so-that we can return the card to you. ■"Attach this card to the back of the mailpiece, B. Received bjr(Printed Nome) C. Date f De ivery ,.or on the front if space permits. 1 "Article Addressed to: D. Is delivery address different from item 1?"❑Y If YES,enter delivery address below: ❑No CASEY, PAUL H "4t 122 THATCHER ST '. WESTWOOD, MA 02090 II LI IIiII II II I I I I I I II I L II II I II II I I I I I I III III ` 3. Service Type y ❑Priority Mail Express® ❑Aduk Signature •r ❑Registered Mail*^+ ❑Adult Signature Restr ed Delivery ❑Registered Mail Restricted rtified Mail® Delivery 95909940�?82 6225 6093 74 ❑ rtified Mail Restricted Delivery ❑Return Recelpt for ❑Collect on Delivery Merchandise 2.___'cle Dumber(fransfef from SeNice/alte0 ❑_Collect on Delivery Restricted Delivery ❑Signature ConfirmationTM I Mail L7 Signature Confirmation 7 G 1�6113 5 6®I'0 0 0 0 14.4 0 7 110191 1 1 1 l Mall Restricted Delivery Restricted Delivery PS Form 3811,July 2015 PSN 7530-02-000-9053 Domestic Return Receipt First-Class Mail Postage&Fees Paid USPS Permit No.G-10 9590 9402 2282 6225 6093 74 United States •Sender:Please print your name,address,and ZIP+4®in this box• Postal Service Horsley Witten Group, Inc. 90 Route 6A, Unit#1 Sandwich, MA 02563 I COMPLETE T14IS SECTION ON DELIVERY SENDER- COMPLETE THIS SECTION ■ Complete items 1,2,and 3. A. Signa ■ Print your name and address on the reverse X ❑Agent so that we can return the card to you. ❑Addressee ■ Attach this card to the back of the mailpiece, B. R v6d by(Printed Name) C. Date of Delivery or on the front if space permits. �y �"�S 2d i 1. Article Addressed to: D. Is delivery address different from item 1? ❑Yes If YES,enter delivery address below: ❑No SI -AS, RAYM0ND A&CONCETTA 53?S,'RINGHILL DR NORTH ATTLEBORO, MA 02760 IIIIII�'II'III'IIILIIII"�IIIII'III'IIIIIIIII ❑ dultSig3 ServiceoaaturreeRestrictedDelivery ❑Re IsteredMype 13 Priority Mail ahRestrictedll 9590 9402-'�282 6225 6092 37 Certified Mail® Dei very rtifled Mail Restricted Delivery ❑Return Receiptfor ? ' ❑Collect on Delivery Merchandise Article Amber(Transfer from service label El Collect,on Delivery Restricted Delivery ❑Signature ConfirmationTM Aail ❑Signature Confirmation 7 016 :3560 0000 4407 1064 'Aoail Restricted Delivery Restricted Delivery ,Tt - orm ,July 2015 PSN 7530-02-000-9053 Domestic Return Receipt_! US P S TRAP, First-Class Mail Postage&Fees Paid USPS Permit No.G-10, 9590 9402 2282 6225 6092 37 United States •Sender:Please print your name,address,and ZIP+4®In this box• Postal Setvice, Horsley Witten Group, Inc. 90 Route 6A, Unit#1 Sandwich, MA 02563 SENDER: COMPLETE THIS SECTION COMPLETE THIS SECTION ON DELIVERY ■ Complete items 1,2,and 3. A. signature ■ Print your name and address on the reverse X � Agent so that we can return the card to you. lk Addre ■ Attach this card to the back of the mailpiece, B. Received by(Ptintbd Nam C. Date of Deliv or on the front if space permits. (� 1. Article Addressed to: D. Is delivery address differ nt fir it 19 ❑Yes �Y If YES,enter delivery a � ❑,No I BEACH CLUB OF CRAIGVILLE INC N P 0 BOX 297 CENTERVILLE, MA 02632 �► a r�o h 7 II I IIIIII IIII III�_II II II II III II IIIII III I II I I III ❑0 Adult AdukSg ature Restricted Delivery ❑Ree9is fired Mail R cted 9590 P402 M82 6225 6093 12 CertifiedMailR Delivery Certified.Mail Restricted Delivery ❑Return Receipt 4 i, q4. ❑Collect on Delivery Merchandise 2. Article Number(Transter from service 14150 ❑Collect on Delivery Restricted Delivery ❑Signature Confi ❑insured Mail ❑Signature Conflrmatio jt a insu Mail Restricted Delivery Restricted Delivery 7916 3560 0000 4407 09', ` ; v` 00) PS Form 3811,July 2015 PSN 7530-02-000-9053 i Domestic Return Receipt T' A TM us? �- `}' First-Class Mail Postage&Fees Paid USPS` Permit No.G-10. 9590 9402 2282 M16225 6093 12 I United States •Sender:Please print your name,address,and ZIP+4®in this box* Postal Service Horsley Witten Group, Inc, 0 R I oute 6A, Unit#1 I I Sandwich, MBA 02563 I � i S!OO i III ilIli 1011-1"1111,1111#111lilt i'11118011 lift Jill)11101-11,fill f1 . I SENDER: COMPLETE THIS SECTION COMPLETE THIS.SECTION ON DELIVERY ■ Complete items 1,2,and 3. A. Sign ture ■ Print your name and address on the reverse X = � ❑Agent so that we can return the card to you. ❑Addressee ■ Attach this card to the back of the mailpiece, B• Receiv"�edby""(PHnted Nagle, C. Date of Delivery or on the front if space permits. ti22g n)k I 1. Article Addressed to: D. Is delivery address different from Item 1? ❑Yes If YES,enter delivery address below: ❑No SC� OTT, SUZANN_E TR • DUDL-E,Y.MULRENIN SPECIAL 16q-02YZANDELEDA DEAVAILA ;' ' TAP41PA FL 33613 I �� III 111ill I'll 11111111111111111 Jill III I I III(III 3. Service Type ❑Priority Mail Express® ❑Aduk Signature ❑Registered Mails" ❑Adult Signature Restricted Delivery ❑Registered Mail Restricted Certified Mail® Delivery 9590 9402 2282 6225 6094 04 Certified Mail Restricted Delivery ❑Retum Reoelptfor a.- ❑Collect on Delivery Merchandise �. Article fImber(fransfer_from-�o�r^�-�-•• ` on Delivery Restricted Delivery ❑Signature Confirmations" �- . . MCI ❑Signature Confirmation 7 0, 3 5 6 Q 0 4 4 p 7 1 p 4�; Mai:Restrioted Delivery Restricted Delivery (over$500) PS Form 3811,July 2015 PSN 7530=02-000-9053 Domestic Return Receipt USPS TRACKING# First-Class Mail I Postage&Fees'Paid I USPS Permit No.G-10 I - I 9590 9402 2282 6225 6094 04 j I United States •Sender:Please print your name,address,and ZIP+4®in this box* Postal`Servico Horsley Witten Group, Inc. 90 Route 6A, Unit#1 A Sandwich, MA 02563 I I till,ill rl/i,lt,,�lj �aj��tlllul�iJlit ,�►,j,�„ ,)ijt„il�lnij, 1,.. ' 1 r � Town of Barnstable Barnstable SHE Board of Health j ed�j B" ABL- MAS& �g 200 Main Street, Hyannis MA 02601 I jE p s�� 2007 Office: 508-8624644 Paul J.Canniff,D.M.D. FAX: 508-790-6304 Junichi Sawayanagi Donald A.Guadagnoli,M.D. April 20, 2017 Mr. Mark Marinaccio Town of Barnstable Department of Public Works. 800 Pitcher's Way Hyannis, MA 02601 Re ;Cralgyille Beacli Puublic Restrogrns#s997 rCralgvlllenBeach Road;Centerville%s Holding Tank Dear Mr. Marciano, You are granted permission to install a 15,000 gallon holding tank at 997 Craigville Beach Road, Centerville, MA. The permission is granted with the following conditions: 1. The applicant/owner shall set-up a remote alarm and identify a contact person for receiving remote alarms. 2. An alarm shall also be mounted on the building adjacent to the tight tank. The alarm shall provide notification to Recreation Department staff when the tanks needs pumping, when there is a high liquid level condition, and/or when there is a power failure. 3. A responsible person shall be identified for arranging regular tight tank pumping dates/times. 4. The holding tank shall be pumped at times when it would cause minimal noise disturbance to neighbors. It was agreed that the tank shall be pumped no earlier than 8:00 a.m, nor any later than 9:00 a.m. each time. 5. The existing septic system shall be abandoned properly. A disposal works permit must be obtained prior to disconnection and filling and/or of the existing system. Sincerely, ul J. ff; D. hairman Q:\WPFILES\Craigville Beach Holding Tank Approval 2017.doc III. Holding Tank: Tom Lee, Horsley Witten, representing Town of Barnstable, owners — Craigville Beach restrooms, 997 Craigville Beach Road, Centerville, requesting the use of a holding tank. Tom Lee, Horsley Witten, Mark Marinacchio, Town of Barnstable DPW, and Roger Parsons, Town Engineer, were present and discussed the design. The plan proposes a septic holding tank to service the bathroom facilities. They have made the system as efficient as possible. The urinals will be waterless. The showers have four heads for rinsing with the water going into the sand. In planning for the future, the tank walls are baffled to provide the opportunity to use for leaching, if necessary in future. At peak season, the tank will need to be pumped every 5-7 days. There is a cellular connection which will notice town staff at Structures and Grounds that it will need to be pumped soon. This will not be an audible alarm at the beach itself. The staff is expected to be able to have the septic serviced relatively fast. The next line will have a visible and audible alarm. Roger Parsons noted the tank is heavy enough — it will not float away in a big storm. The tank holds 10,000 gallons. The current system is two cesspools and is very old. During renovation, they discovered a line broken and fixed it. However, with the age of system, it needs to be replaced before anything else happens. The cost of a standard septic system there would be $323K. The cost of the tight tank is $45.2K plus the cost of pumping throughout the season. Upon a motion duly made and seconded, the Board voted to grant the use of a holding tank with the condition that the tank will be pumped in the morning but no earlier than 8:00 am. (It is estimated that the tank will have to be emptied every 5-7 days at the peak of the season.) IV. Temporary Food Events: A. Christopher Hall is representing West Barnstable Village Festival Committee who is proposing three temporary food events over the calendar year. 1. The "West Barnstable Spaghetti Dinner" at West Barnstable Fire Department, 2160 Meetinghouse Road on April 1, 2017 from 5:00-7:30 pm with the following foods: spaghetti, red sauce, meatballs, sausage, cold salad, bread, butter, ice cream, juice and coffee. Christopher Hall was present and all paperwork had been submitted and reviewed. Upon a motion duly made and seconded, the Board voted to grant an annual temporary food variance for the West Barnstable Village Festival Committee with the above-mentioned foods with the condition that two handwash stations be added — one between each group of two "green labelled" tables in layout diagram. (Unanimously, voted in favor.) 2. The "Railroad Hobo BBQ Joint at the West Barnstable Festival' to be served next to Old Village Store of West Barnstable, 2461 Meetinghouse Way on August 19, 2017 from 11:00 am- 2:00 pm with the following foods: BBQ brisket, pulled pork, pork ribs, beef ribs, BBQ beans, cole slaw, pickles, corn bread, water and soda. Page 3 of 5 BOH 3/28/2017 EXCERPT FROM THE BOARD OF HEALTH MEETING MINUTES ON MARCH 28 2017: I. Holding Tank: Tom Lee, Horsley Witten, representing Town of Barnstable, owners — Craigville Beach restrooms, 997 Craigville Beach Road, Centerville, requesting the use of a holding tank. Tom Lee; Horsley Witten, Mark Marinacchio, Town of Barnstable DPW, and Roger Parsons, Town Engineer, were present and discussed the design. The plan proposes a septic holding tank to service.the bathroom facilities. They have made the system as efficient as possible. The urinals will be waterless. The showers have four heads for rinsing with the water going into the sand. In planning for the future, the tank walls are baffled to provide the opportunity to use for leaching, if necessary in future. At peak season, the tank will need to be pumped every 5-7 days. There is a cellular connection which will notice town staff at Structures and Grounds that it will need to be pumped soon. This will not be an audible alarm at the beach itself. The staff is expected to be able to have the septic serviced relatively fast. The next line will have a visible and audible alarm. Roger Parsons noted the tank is heavy enough — it will not float away in a big storm. The tank holds 10,000 gallons. The current system is two cesspools and is very old. During renovation, they discovered a line broken and fixed it. However, with the age of system, it needs to be replaced before anything else happens. The cost of a standard septic system there would be $323K. The cost of the tight tank is $45.2K plus the cost of pumping throughout the season. Upon a motion duly made and seconded, the Board voted to grant the use of a holding tank with the condition that the tank will be pumped in the morning but no earlier than 8:00 am. (It is estimated that the tank will have to be emptied every 5-7 days at the peak of the season.) �l c2-010 c2,o 3 -7 .TJ NO Cd m ,mm _ � ,xi �—tS'� .,m•, .sre.,,eswsr.iu.�wsxaw,rwr°s u{� �; Will!+}�y��q >y� LL QWm o m .d. � ,....y ,,.,......._.., .�_,,...,.,,....�.,.....,..m.,. .. ...,.,.,,,:. w�z R7 1 ; _ r• as —T- a � ,.��Ji•�'� a, w�°„ �"' Y«—,='fir--"�-'tiQ -ec ��^� _y `' �j F op 04 �i � Ake& �.(•1-�-� U +d�. , �� mnirok» ,.� asp �j•:✓/-sao ,w"" !off IX i� 1 II C 13 E 4c S S - 1 41 c+ q . S Test Hole#: 1 Elev: 6 Job#: 17029 Site Location: Date: 1/19/2007 Prepared by: JEH Soil Evaluator Joe Henderson Contractor: Barnstable DPW Notes: Don Desmarais -Barnstable BOH STEP 1 Measure depth to water table to nearest 1/10 ft. 5 (depth is in feet below Date Depth (feet)' STEP 2 Using Water-Level Range Zone and Index Well Map A)Appropriate index well MIW-29 B) Water-level range zone 0-2 STEP 3 Using monthly "Current Water Resources Feb-07 8.44 Conditions" determine mm/yy current depth to water level Using the Table of Potential STEP 4 Water Level Rise for Index Well (STEP 2A), current depth to water level for index well (STEP 3), and water-level zone (STEP 2B) 1.8 determine water-level adjustment. STEP 5 Estimate depth to high water by subtracting the water- level adjustment(STEP 4) from measured depth to water level at site (STEP 1). 3.2 Elev: 2.8 Notes: See handbook for "Potential Water-Level Rise" Monthly index well data: http://www.capecodcommission.org/index.php?id=185&maincatid=49 I The Town of Barnstable Department of Public Works • nwxetsrwe>A I Administration&Technical Support Division BARNSTABLE MAR& eaa7 E•ceaum�•cvrvn•xunis wn;roK xxts•wre E,sznuas�ee� 16;9. 800 Pitcher's Way,Hyannis,MA 02601 1639-2014 ,orFD a www.town,bat nstable.tnaus 5Y5 Mark R.Marinaccio,AIA,Town Architect Keith Mackenzie-Betty 508,790.6315 Voice 508,790,6323 Rebecca Nickerson 508.790.6316 Cell 508.328.5064 NancyLee Cormier 508.790.6320 Fax 508 790 6344 March 15, 2017 Mr. Tom McKean, Director Barnstable Board of Health Town of Barnstable 200 Main Street Hyannis, MA 02601 Re: 997 Craigville Beach Road— Board of Health Variance Request for Tight Tank Dear Mr. McKean: On behalf of the Town, I have retained the Horsley Witten Group, Inc. to design a tight tank to serve the Craigville Beach Bathhouse facility and represent me at the March 28, 2017, Board of Health (BOH) hearing. Tight tanks are allowed for use at publicly owned and operated seasonal structures where it is not feasible to connect to town sewer or construct a Title 5 compliant system (310 CMR 15.260(c). Please contact my representative, Joe Henderson at (508) 833-6600 if you require.additional.information or have any questions. Sincerely, Mark R. Marinaccio, AIA Town Architect Town of Barnstable Department of Public Works 800 Pitchers Way,`Hyannis 02601 j I i t OWertical Construction\ACTIVE PROJECTS\CRAIGVILLE BEACH BATHHOUSE\Septic System\Septic Board Of Healtli\Authorization Letter 031417.doc .........................._.............................................-........_...................................................................._....._._.._._......................._... ......._............................................................................. .., ................... i J ' TO: The Abutters of 997 Craigville Beach Road,Assessor's Map 206,Parcel 013 SUBJECT:Notification of a Request for Variances TO WHOM IT MAY CONCERN, In accordance with State Law; 310 CMR 15.00, The State Environmental Code, and the Town of Barnstable Board of Health,you are hereby notified that a Variance Request Form has been filed with the Barnstable Board of Health by the owners described below, regarding the subject septic system upgrade. Additional details follow: APPLICANTS:Town of Barnstable(BCH) ADDRESS: 367 Main Street,Hyannis,MA PROJECT LOCATION: a. 997 Craigville Beach Road, Centerville,MA b. Assessor's Map 206,Parcel 013 PROJECT DESCRIPTION: The project includes the installation of a new 15,000 gallon precast concrete wastewater tight tank at the newly renovated building at Craigville Beach. The tank will service the restroom facilities inside the building and will be installed beneath the parking lot adjacent to the building. APPLICANTS'AGENT: Horsley Witten Group,Inc. PUBLIC HEARING: Tuesday Afternoon,March 28, 3:00 PM LOCATION: Town Hall,Hearing Room,367 Main Street,Hyannis,MA Plans for this project describing the proposed activity are on file with the Barnstable Board of Health. Sincerely, Joe Henderson Project Engineer H:\Projects\2017\17029 Barnstable_Septic System Craigville Beach\Permitting\BOH\170309_AbutterNotification LTR BON 17029.doc Horsley Witten Group Sustainable Environmental Solutions 90 Route 6A • Sandwich,MA • 02563 Tet:508-833-6600 • Fax:508-833-3150 • www.horslaywitten.com Letter of Transmittal TO: Tom McKean,Director DATE; 3/15/17 JOB NO. 17029 Barnstable Health Division RE: 997 Craigville Beach Road 200 Main Street Tight Tank Application Hyannis,MA 02601 WE ARE SENDING YOU: Via: Hand delivery THE FOLLOWING: X Report Prints X Plans _ Shop Drawings Specifications X Copies Check Contract Documents 7 Page Checklist 4 copies—Variance Request Form 4 copies—Variance Request Letter 4 copies—Authorization Letter 4 copies—Abutter Notification Letter 4 copies—Groundwater Adjustment Calculation 4 copies—Labeled Dimensional Floor Plan 4 copies—Engineering Plan 'REMARKS: Please find attached the tight tank application for 997 Craigville Beach Road,the Craigville Beach Restroom facility. Please call if you have any questions. Thanks COPY TO: Mark Marinaccio,AIA SIGNED: Joe Henderson,P.E. Town Architect P 04,ZHE Tp DATE BARNSCABLE, + "� MASS. / �-- 9Cb r6g g. 10� n f Barnstable c� 1 R'SC.13Y: J r. n ArEOMA�A Town of B�•i.l nstable SCHED.DATEA,;Z? • J Board of Health 200_Main Street, Hyannis MA 02601 l` 3 Office: 508-862-4644 Paul J.Canniff,D.M.D. FAX: 508-790-6304 Junichi Sawayanagi } Donald A.Guadagnoli,M.D.. VUCLkNUE REQUEST FORM LOCATION Property Address: 997 Craigville Beach Road Assessor's Map and Parcel Number: .206 / 013 Size of Lot: 10.7 /acres Wetlands Within 300 Ft, Yes 0 Business Name: Town Of Barnstable No Subdivision Name: APPLICANT'S NAME: Mark Marinaccio Phone 508-790-6323 Did the owner of the property authorize you to represent him or her? Yes � No PROPERTY OWNER'S NAME CONTACT PERSON Name: Town Of Barnstable Name: Mark Marinaccio Address: 367 Main Street Address: 800 Pitcher's Way Phone: Phone: 508-790-6323 EMAIL: mark.ma n naccio own.barnstab le.ma.us VARIANCE FROM REGULATION(List Reg) REASON FOR VARIANCE(May attach if more space needed) 310 CMR 15.260 (1)Tight tanks Tight Tank Installation NATURE OF WORK: House Addition ❑ House Renovation ❑ Repair of Failed Septic System ❑ Checklist (to be completed by office staff-person receiving variance request application) Please submit copies in 4 separate completed sets.' Four(4)copies of the completed variance request form Four(4)copies of engineered plan submitted(e.g.septic system plans) Completed seven(7)page checklist confirming review of engineered septic system plan by submitting engineer or registered sanitarian _ Four(4)copies of labeled dimensional floor plans submitted(e.g.house plans or restaurant kitchen plans) Signed letter stating that the property owner authorized you to represent him/her for this request _ Applicant understands that the abutters must be notified by certified mail at least ten days prior to meeting date at applicant's expense(for Title V and/or local sewage regulation variances only) Full menu submitted(for grease trap variance requests only) Variance request application fee collected(no fee for lifeguard modification renewals,grease trap variance renewals[same owner/lessee only], I outside dining variance renewals[same owner/leasee only],and variances to repair failed sewage disposal systems[only if no expansion to the building proposed]) ` Variance request submitted at least 15,days prior to meeting date VARIANCE APPROVED Paul J.Cannift;Chairman NOT APPROVED Junichi Sawayanagi REASON FOR DISAPPROVAL Donald A-Guadagooli,M.D. Q:\Application Forms\VARIREQ Reb Jan2017.DOC - � I 1 i I t Horsley Witten Group Sustainable Environmental Solutions 90 Route 6A•Unit 1•Sandwich,MA 02563 508-833-6600•horsleywitten.com March 15, 2017 Mr. Tom McKean, Director Barnstable Board of Health Town of Barnstable 200 Main Street Hyannis, MA 02601 RE: Tight Tank=997 Craigville Beach Road, Centerville, MA Dear Mr. McKean: On behalf of the Town of Barnstable Department of Public Works (DPW), Horsley Witten Group, Inc. (HW) is submitting the enclosed variance application for the installation of a tight tank at the newly renovated Craigville Beach bathhouse facility. The tank has been designed to accommodate a potential future expansion to a septic tank and pump chamber. After the tight tank is installed, the existing septic system will be abandoned in place in accordance with Title 5. The design flow for the system is based water use data obtained from the Centerville.Osterville Marstons Mills (C.O.M.M.) Water Department for the 2014 through 2016 seasons. The design flow is estimated at 200%of the average water use, and assumes that 25% is of the water use is attributed to outdoor uses and not contributing to the wastewater flow. Water data is included on the Tight Tank Plan in the variance submittal. The tight tank selected has a 15,000 gallon capacity, which is sized at 500% of the design flow in accordance with Title 5, 310 CMR 15.260. The tank will have floats at high water and at 3/5 tank capacity. The floats are connected to the control panel and a Mission remote alarm system which is mounted on the building adjacent to the tight tank. The Mission alarm provides notification to the Recreation staff when the tank needs pumping, is in a high level condition, and/or during the loss of power. The tank consists of three sections with two baffle walls. The first section accommodates approximately 6,000 gallons (200% of the design flow), the second approximately 3,000 gallons (100% of the design flow), and the third section accommodates approximately 6,000 gallons for future pump chamber volume. The baffles are provided for future conversion of the tank into a septic tank and pump chamber. Access to grade is provided through three 24-in diameter H-20 loading water tight manhole covers and a 36-in by 30-in H2O hatch cover over the outlet side of the tank for pump installation and access in the future. HorsleyWitten.com @HorsleyWittenGroup ®Horsley Witten Group,'Inc. Mr.Tom McKean March 15, 2017 Page 2 of 2 Please let me know if you have any questions or comments. Thank you very much for your consideration of this application. Sincerely, HORSLEY WITTEN GROUP, INC. Joe Henderson, P.E. Project Engineer Enclosures cc: Mark Marinaccio, Barnstable DPW OFIKE The Town of Barnstable Department of Public Works BARN_ • �vsx�s�, Administration&Technical Support Division STABLE Mass 800 Pitcher's Way,Hyannis,MA 02601 ]6]9-20t9 m� 014p "WM" lb"j9• � ArFD a www.tawn.barnstable.ma.us �g Mark R.Marinaccio,AIA,Town Architect Keith Mackenzie-Betty 508.790.6315 Voice 508.790.6323 Rebecca Nickerson 508.790.6316 Cell 508.328.5064 NancyLee Cormier 508.790.6320 Fax 508 790 6344 March 15, 2017 Mr. Tom McKean Dir ector Barnstable Board of Health Town of Barnstable 200 Main Street Hyannis, MA 02601 Re: 997 Craigville Beach Road— Board of Health Variance Request for Tight Tank Dear Mr. McKean: On behalf of the Town, I have retained the Horsley Witten Group, Inc. to design a tight tank to serve the Craigville Beach Bathhouse facility and represent me at the March 28, 2017, Board of Health (BOH) hearing. Tight tanks are allowed for use at publicly owned and operated seasonal structures where it is not feasible to connect to town sewer or construct a Title 5 compliant system (310 CMR 15.260(c). Please contact my representative, Joe Henderson at (508) 833-6600 if you require additional information or have any questions. Sincerely, Mark R. Marinaccio, AIA Town Architect Town of Barnstable Department of Public Works 800 Pitchers Way, Hyannis 02601 I 0:\Vertical ConstructionUCTIVE PROJECTS\CRAIGVILLE BEACH BATHHOUSE\Septic System\Septic Board Of Health\Authorization Letter 031417.doc i f TO:The Abutters of 997 Craigville Beach Road,Assessor's Map 206,Parcel 013 SUBJECT:Notification of a Request for Variances TO WHOM IT MAY CONCERN, In accordance with State Law; 310 CMR 15.00, The State Environmental Code, and the Town of Barnstable Board of Health,you are hereby notified that a Variance Request Form has been filed with the Barnstable Board of Health by the owners described below, regarding the subject septic system upgrade. Additional details follow: APPLICANTS:Town of Barnstable(BCH) ADDRESS: 367 Main Street,Hyannis,MA PROJECT LOCATION: a. 997 Craigville Beach Road,Centerville,MA b.Assessor's Map 206,Parcel 013 PROJECT DESCRIPTION: The project includes the installation of a new 15,000 gallon precast concrete wastewater tight tank at the newly renovated building at Craigville Beach. The tank will service the restroom facilities inside the building and will be installed beneath the parking lot adjacent to the building. APPLICANTS'AGENT:Horsley Witten Group,Inc. PUBLIC HEARING: Tuesday Afternoon,March 28,3:00 PM LOCATION: Town Hall,Hearing Room,367 Main Street,Hyannis,MA Plans for this project describing the proposed activity are on file with the Barnstable Board of Health. Sincerely, i Joe Henderson Project Engineer H:\Projects\2017\17029 Bamstable_Septic System Craipille Beach\Permitting\B0H\170309_Abutter Notification LTR BOH 17029.doc r Test Hole#: 1 Elev: 6 Job#: 17029 Site Location: Date: 1/19/2007 Prepared by: JEH Soil Evaluator Joe Henderson Contractor: Barnstable DPW Notes: Don Desmarais -Barnstable BOH STEP 1 Measure depth to water table to nearest 1/10 ft. 5 (depth is in feet below Date Depth(feet) STEP 2 Using Water-Level Range Zone and Index Well Map A)Appropriate index well MIW-29 B) Water-level range zone 0-2 STEP 3 Using monthly "Current Water Resources Feb-07 8.44 Conditions determine mm/yy current depth to water level Using the Table of Potential STEP 4 Water Level Rise for Index Well (STEP 2A), current depth to watef level for index well(STEP 3), and water-level zone (STEP.2B) 1.8 determine water-level adjustment. STEP 5 Estimate depth to high water by subtracting the water- level adjustment(STEP 4) from measured depth to water level at site(STEP 1). 3.2 Elev: 2.8 Notes: See handbook for "Potential Water-Level Rise" Monthly index well data: http://www.capecodcommission.org/index.php?id=185&maincdtid=49 The Town of Barnstable Department of Public Works Q BARNSTABI E w EARNBTABLC, # administration&'Technical Sul1ptirt Division. e MASS. (� w`uis�iuIsiaLs�"'a,-rMN, a su s63g. � 800 Pitcher's Way,Hyannis,MA 02601 Ar¢oN►ta'tA wyww.town.barnstable.nia.us �L ^�� E Mark Mannaccio 508.790.6323 " John W.,Jnros,ATA• Keith MacKenzie-Betty 508:79.0.6315 y 70wnArchitect Rebecca Nickerson 508.700.6316 �Qj 4 Voice 508.79D.6324 NancyLec.Cormier 508.79.0.6320 Fax 508;790.6344 a o FIELD NOTES & ' Date.&Time: 11.00AM Thursday 19th November 2015 Project: Craigville Beach.House Septic Location: '097, Craigville Beach Road, Centerville, MA 02601 Project Number: Weather: By: Keith Mackenzie Betty, Project Manager TOB DPW Attendees: Mike Dibuono, Cape Cod Title Five Inspection. r, Field Notes#1 ~o 14. R ��� �.���� tvr ," .,�� a ."�,�i ��t� �� '+' ,fit: a'd "a`•t �.'�,�: a'��' � € � ..�„� We attended the site to review the condition of the;existing Septic tank. MD had already visited the Health Dept and reported that the file held a notesaying the existing tank had failed and that a replacement design dated 2007 had not been built. MD inspected both the septic tank and one leach field /cess pit. The septic tank was broken with the lid being.patched with concrete many years ago, The second'access had been patched with concrete which MD. lift but showed the tank was not working. The leach field has a connecting pipe between`tanks which was heavily. blocked with sludge. MD attempted to clear it with his remote camera to no effect. MD identified the location of the second leach tank using ground radar. MD will forward a report to John Juros which confirms the tanks are broken beyond repair. Keith 'Mackenzie Betty, Building Design Architect, TOB. OWertical Construction\ACTIVE PROJECTS\CRAMILLE BEACH BATHHOUSE\Septic System\Cr6igville Beach HoU86 Field Notes 1119`15.doc. Commonwealth of Massachusetts F : Title 5 Official Inspection Form o Subsurface Sewage Disposal System Form-Not for Voluntary,Assessments 0 r C_raigvile Beach bath house Craigville Beach Property Address Town of Barnstable Owner Owner's Name Informat requi red on is for every requir Centerville Ma 02632 `11119115 r — page. City/Town State Zip Code. Date of Inspection Inspection results must be submitted on this form. Inspection forms may not be altered.in any Way..Please see completeness checklist at the end of the form. Important;When filling out forms A. General Information on the computer, use only the tab 1• Inspector: key to move your cursor-do not. Michael DiBuono i use the return key. Name of Inspector DiBuono Sewer and Drain Company Name 8 Johns path Company Address ren.� S Yarmouth MA 02664 City/Town State Zip Code. 508-364-9587 S113522 Telephone Number License Number B. Certification I certify that I have personally inspected,the sewage disposal system at this address and that the information reported below is true; accurate and complete as of the time of the inspection. The inspection was performed based on my'training and experience in the proper function andmairitenance of on site sewage disposal systems. I am a DEP approved system inspector puesuantto'Section 15.340 of Title 5(310 CMR 15 000).The system: Passes ❑ Conditionally Passes Fails ❑ Needs Further Evaluation b local Approving Authority 11/20/15 t spector's Signature Date The system inspector shall submit a copy of this inspection report to.the Approving Authority(130ard of Health or DEP)within 30 days of completing this inspection. If the system is-.a shared system or has a design.flow of 10,000 gpd or greater, the inspector and the system owner shall submit the report to the appropriate regional office of the DEP. The original should be sent to the system owner and copies sent to the buyer, if`applicable, and.the approving authority. " 'This report only describes conditions at the time of inspection-and under the conditions-of use atthat:time.'This inspection does not address hove the system will perform In the future under the same or different conditions of use. 6 45ins•°3/13' Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Pagal of'17 i Commonwealth of Massachusetts Title 5 Official Inspection Fora Subsurface Sewage Disposal System Form-Not for Voluntary Assessments Craigvile Beach bath house Craigville Beach Property Address Town of Barnstable Owner Owner's Name information is Centerville Ma 02632 11/19/15 required for every page, Cityrrown State. Zip Code Date of Inspection B. Certification (cont.) Inspection Summary: Check A,B,C,D or E/always complete all of Section D i A) System Passes: ❑ I have not found any information which indicates that any of the failure criteria described in 310 CMR 15:303 or in 310 CMR 15.304 exist. Any"failure criteria`not evaluated are indicated below. Comments: The system contains a 2000 gallon tank that is Caved and in need of replacment. A Single Cesspool that flows to another Cesspool is also unsafe and showing signs of ground water infultration as well as failure. B) System Conditionally Passes: ❑ One or more system components as described in the"Conditional Pass" section need to be replaced or repaired. The system, upon completion of the replacement or repair, .as.approved by the Board of Health, will pass. Check the box for"yes', "no" or"not determined (Y, N, ND)for the following statements. If"not, determined," please-explain. The septic tank is metal and over 20 years old*or the septic tank (whether metal or not) is structurally: unsound, exhibits substantial infiltration or exfiltration or tank failure=is imminent. System will pass inspection if the existing tank is replaced with a complying septic tank as approved by the Board of Health. *A.metal septic tank will pass inspection if it is:structurally sound, not leaking and if a Certificate of Compliance indicating that the tank is less than 20 years old is available. ❑ Y ❑ N ❑ 'ND(Explain below): Wins•3113 Title 5 Official Inspection F,grm Subsurface Sewage Disposal,System•Page 2W 17 y . Commonwealth of Massachusetts I Title 5 Official inspection Form Subsurface:Sewage Disposal System Form-Not for Voluntary Assessments. I Craigvile Beach bath house Craigville Beach Property Address Town of Barnstable Owner Owner's Name information is Centerville Ma '02632 11/19/15 required for every page. City/Town State. Zip Code Date,of Inspection B. Certification (cont.) ❑ Pump Chamber pumps/alarms not operational. System will pass with Board of Health approval if pumps/alarms are repaired. B) System Conditionally Passes (cont.); ❑ Observation of sewage backup or break out.or high static water level in the distribution box due to broken or obstructed pipe(s).ordue to a broken, settled or uneven distribution box. System will pass inspection if(with approval of Board of Health): { ❑ broken pipe(s) are replaced [( `Y ❑ N ❑ ND (Explain below): ❑ obstruction is removed ❑ Y ❑ N ❑ ND (Explain below); ❑ distribution box is.leveled or replaced ❑ Y ❑ N ❑ ND(Explain below):, ❑ The system required,pumping more than 4,times a year due to broken or obstructed pipe(s). The system will pass inspection if(with approval of the Board of Health): broken pipes) are replaced ❑ Y ❑ N ❑ ND(Explain below): ❑ obstruction is removed ❑ Y ❑ N ❑ ND(Explain below): B C) Further Evaluation Is Required by the Board of Health: . ❑ Conditions exist which require further evaluation by the,'Board'of Health in order to determine if the system s failing to protect public health, safety or the environment: 1. System will pass unless Board of Health:determines in accordance with 310 CMR 1.5.363(1)(b)that the system Is not functioning in a manner which will protect:public health,, safety and the environment: ❑ Cesspool or privy is within 50 feet of a surface.water ❑ Cesspool or privy is within 50 feet of a bordering vegetated wetland or a salt marsh 15ins•.3/13 Title 6 Official Inspection Form:Subsurface Sewage Disposal-System•Page 3-of 17 F Commonwealth of Massachusetts = Title 5 Official Inspection For Subsurface Sewage Disposal System.Form-Not for Voluntary Assessments Craigvile Beach bath house Craigville.Beach Property Address Town of Barnstable Owner Owners Name information is required for every Centerville Ma 02632 11/19/15 page. Cilyrrown State, Zip Code Date of Inspection B. Certification (coat.) 2. System will fail unless the Board of Health (and Public Water Supplier,if any) determines that the system is functioning,in a manner that protects the public health, safety and environment: ❑ The system has a septic tank and soil:absorption_system (SAS)and the-,,SAS is within 100 feet of a.surface water supply or tributary.to:a surface water supply;. ❑ The system has a septic tank and SAS and the SAS is within a Zone 1 of apublic water supply. ❑ The system has a.septic tank and SAS and the SAS is within 50 feet of a private water supply well. , 1 ❑ The system has a septic tank and:SAS and the SAS is less than 100 feet-but 50 feet or more from a private water supply well". Method used to determine distance: *k This system passes if the well water analysis, performed at. DEP certified laboratory,forfeeal coliform bacteria indicates absent and,the presence of ammonia nitrogen and nitrate nitrogen is equal, to or less than 5 ppm, provided that no other failure criteria are triggered.A copy of the analysis must be.attached to this form. 3. Other: D) System Failure Criteria Applicable to.All Systems: You must indicate"Yes"or"No"to each of'th.e following for all inspections: Yes No ❑ Backup of sewage into facility or system component due,to overloaded..or clogged SAS or cesspool El ® Discharge or ponding of effluent to the surface of the ground or surface waters due to an overloaded or clogged SAS or cesspool ❑ ® Static liquid level in the distribution;box above outlet invert due to an overloaded' or clogged SAS or cesspool El than depth in cesspool is less than T below invert or available-yo,lume is less than'/2 day flow t51ns•3M . Tile 5 Official.lnspeclion Form:Subsurface Sewage Disposal System,Page 4'or17 , l Commonwealth of Massachusetts Title 5 Official Inspection Form a Subsurface Sewage Disposal System Form-Not for Voluntary Assessments Craigvile Beach bath house Craigville Beach Property Address Town of Barnstable Owner Owner's Name information is required for every Centerville Me 02632 11/10/15` page. City(fown State Zip Code Date of Inspection B. Certification '(cont.) Yes No ElRequired pumping more than 4 times in the last year NOTdue to clogged or 23 obstructed pipe(s)`, Number of times pumped: ❑ Any portion of the SAS, cesspool or privy is below high ground water elevation. 0 ® Any portion of cesspool,or privy is within 100 feet of a surface water supply or tributary to a surface water supply. ❑ ® Any portion of a cesspool or privy is within a Zone 1 of:a public well. ❑ Z Any portion of a cesspool or privy is within 50 feet of a private water supply well. ❑ Z Any portion of.a cesspool or privy is less than 100 feet but greater than 50 feet from a private water supply well with no acceptable water quality analysis. [This system passes if the well water analysis, performed at a DEP certified laboratory;for fecal coliform bacteria Indicates,absent and the presence of ammonia nitrogen and nitrate nitrogen is equal to or less than $ ppm, provided that no other failure criteria are triggered.A copy of the analysis and chain of custody must be attached to this form.] ❑ ® The system is a cesspool serving a facility with a design flow of 2000gpd- 10,000gpd. ❑ The system fails. I have determined that one or more of the above failure criteria exist as described in 310 CMR 15.303, therefore the system fails. The system owner should contact the Board of Health to determine what will be necessary to correct the failure. E) Large Systems: To be considered a large system the system must serve a facility with a design flow of 10,000 gpd to 16,000 gpd. For large systems, you must indicate either"yes".or"no"to each of the following, in.addition'to the questions in Section D. Yes No ❑ ❑ the`system is.within 400 feet of a surface drinking water supply ❑ ❑ ahesystem is within 200 feet of a tributary'to a surface drinking;water supply 1-1 El the system is located in a nitrogen sensitive area (Interim Wellhead Protection Area IWPA)or a mapped Zone II of:a public watersupply well If you,have answered"yes"to any question in Section E the system is considered'a significant threat, or answered"yes" in Section D above the large system has failed. The owner or operator of any large system considered a significant threat under Section E or failed under:Section D shall upgrade the system in accordance with 310 CMR 15.304. The system.owner should contact the appropriate regional office ofthe Department. 15ins eB/13 Title`5.0friclal Inspection Form:Subsurface sewage Disposal System•Page 5 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form s Subsurface Sewage Disposal System Form- Not for Voluntary Assessments Craigvile Beach bath house Craigville Beach _- Property Address Town of Barnstable Owner Owner's Name Information is required for every Centerville Ma 02632 11/19/15 page. City/Town State Zip Code Date of Inspection C. Checklist Check if the following have been done:You must indicate"yes"or"no"as to each of the following: Yes No E] 0 Pumping information was provided by the owner, occupant;.or Board of Health 0 Were any of the system components pumped out'in the previous.two weeks? El ® Has the system received normal flows in the previous.two week period? . ElHave large volumes of water been introduced to the system recently or as part of this inspection? ❑ Were as built plans of-the system obtained and examined? (if they were not available note as N/A) N [] Was the facility or dwelling inspected for signs of sewage backup? Z ❑, Was the site inspected for signs of break out? Z ❑ Were all system components,excluding the SAS, located.on site? 4 ® ❑ Were the septic tank manholes uncovered, opened, and the interiorof the tank inspected forthe condition of the baffles or tees, material of construction, dimensions, depth of liquid, depth of sludge and depth of scum? ❑ Was the facility owner(and occupants if different from owner)provided with information on the proper maintenance of subsurface sewage disposal systems? The,size and location of the Soil Absorption System (SAS)on the site-has been determined based on: ❑ Existing information. For example,a plan at the Board.of Health. ® ❑ Determined in the field(if any of the failure criteria related to Part C:s;at issue; approximation of distance is unacceptable)(810 CMR 1:5.302(5)1, D. System Information Residential Flow Conditions:, Number of bedrooms.(design):. Number of.bedrooms(actual): DESIGN flow based on 310 CMR M203 (for example: 110 gpd x#of bedrooms): i i5ins•r31,13 Title 5 official Inspection Form:Subsurface Sewage Disposal System•Pagesof 17 Y 1 - • E Commonwealth of Massachusetts i w Title 5 Official inspection Form a Subsurface Sewage,Disposal System Form-Not for Voluntary Assessments i r Craigvile Beach bath houseCraigville Beach Property Address Town of Barnstable Owner Owner's Name information is Ma 02632 11Z19/15 required for every Centerville page: City/Town State Zip Code Date of Inspection D. System Information Description: The system contains a 2000 gallon tank that it Caved and,in need of replacment A.Single Cesspool that flows to an other Cesspool°is also unsafe and showing signs of groundwater infultration as well as failure. Number of current residents: Does residence have a garbage grinder? ❑ Yes ❑' No Is laundry on a separate sewage system?(include laundry system_inspection El Yes 0 No information in this report.) Laundry.system inspected? ❑ Yes ❑ No T Seasonal use? Yes ❑ No. 902 Gallons per Water meter readings, if available(last 2 years usage(gpd)): day Detail 320,000 2013 330,000 2014 Sump pump? ❑ Yes ®: M. ` Last date of occupancy, Date Commerc.ialllndustrial FlowConditions: Type of Establishment: Design flow(based on.310:CMR 15:203): Gallons per day:(gpd) Basis of design.fiow(seats/persons/sq.ft., etc.): Grease trap present? ❑ Yes ❑ No f Industrial waste holding tank present? ❑ Yes ❑ No Non-sanitary waste discharged to the Title 5 system? ❑ Yes ❑ No Water meter readings, if available: l5im-'3/13 Title 5:Ofricial inspection Form:Subsurface Sewage'Disposal System•Page:7,0 17' Commonwealth of Massachusetts Title 5 Official Inspection Form o Subsurface Sewage Disposal System Form-Not for Voluntary;Assessments i Craigvile Beach bath house Craiqville Beach Property Address Town of Barnstable i Owner Owner's Name information is required for every Centerville Ma 02632 11/1.9/15 page. City[Town State Zip Code Date of Inspection D. System Information (cont.) Last date of occupancy/use: Date I Other(describe below): I General Information v i Pumping Records: Source of information: none provided Was system pumped as part of the inspection?. ❑ Yes M :No If yes;volume pumped: gallons How was quantity pumped determined? Reason for pumping: Type of System:. Septic tank;distribution box,soil absorption system Single cesspool Overflow,cesspool ❑ Privy ❑ Shared system(yes or no) (if yes,attach previous inspection records, if any) ❑ Innovative/Alternative technology.Attach a copy of the current operation and maintenance contract(to be.obtained from system owner)and a copy of latest inspection of the I/A system by system operator under contract ❑ Tight tank. Attach a copy of the DEP approval. ❑ Other(describe): 151ns•W13 Title 5 official Inspection Form:Subsurface Sewage Disposal System-Page 8 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments; Craiqvile Beach bath house Cmlgville Beach Property Address T Town of Barnstable Owner Owner's Name Information is required for every Centerville Ma 02632 11/19/15 page. City/Town State Zip Code. Date of Inspection D. System Information (cont.) Approximate age of all components, date installed(if known) and source of information: Approximately 50 years Were sewage odors detected when.arriving at the site? ❑ `Yes ❑ No, Building Sewer(locate on site plan): Depth below grader feet 1 i Material of construction: E cast iron Z 40 PVC ❑ other(explain); ! Distance from private-:water supply well or suction.line: - feet Comments(on condition of joints, venting, evidence of leakage, etc.): System is vented throught the roof, Septic.Tank(locate on site plan):. Depth below grade`. feet S Material of construction: 0 concrete ❑ metal ❑fiberglass ❑ polyethylene ❑ other(explain) 2000 gallon If tank is metal, list age' yearn is age confirmed by a,Certificate of Compliance?(attach a copy of certificate) ❑ Yes ❑ No Dimensions: Sludge depth:: t5ins-3113 Tille 5 Official Inspection Form:Subsurface Sewage Disposal:System-Page 9tof 17: E Commonwealth of Massachusetts Title 5 Official Inspection Fora Subsurface Sewage Disposal System Form-Not,for Voluntary Assessments.. Craigvile Beach bath house Craigvilie Beach Property Address Town of Barnstable Owner. Owner's Name Information Is required for every Centerville Ma 02632 11/19/15` page. City/Town State Zip Code Date of Inspection D. System Information (cont.) Septic Tank(cont.) i Distance from top of sludge to bottom of outlet tee or baffle 32" 3" Scum thickness Distance from top of scum to top of outlet tee or baffle 42" Distance from bottom of scum to bottom of outlet tee or baffle 1".Sludge stick Tape.Measure How were dimensions determined? i Comments(on pumping recommendations,inlet and outlet.tee or baffle condition, structural integrity liquid levels as related to outlet.invert, evidence of leakage, etc.): Septic tank is leaking and in need of replacement I i i r Grease Trap(locate on.site plan): NA Depth below grade: feet Material of construction'. ❑concrete ❑ metal ❑fiberglass ❑ polyethylene ❑other(explain); Diinensions: Scum thickness Distance from top of scum to top of outlet tee or baffle - Distance-from.bottom of scum to bottom of outlet.tee or baffle Date of last pumping:. Date i t6h.s 3/13. title 6-Official Inspection Fork Subsurface SewageMisposal System-.Page ib of 1I Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments 0 a use Crai ville Beach Crai vile Beach bath house 9 Property Address I Town of Barnstable Owner Owner's Name information is �equired.forevery Centerville Ma 02632 11/19/15, page. City/Town State Zip Code Date of Inspection ®. System Information (cont.) Comments(on pumping recommendations, inlet and outlet tee or baffle condition, structural integrity, liquid levels as related to outlet invert, evidence.of leakage; etc:): Septic tank is leaking rotted and caving in. Tight or Holding Tank(tank'must be pumped at time of inspection) (locate on site plan): Depth below grade: Material of construction: ❑ concrete ❑ metal ❑fiberglass ❑ polyethylene. ❑other(explain): Dimensions: Capacity: gallons, Design FIOv✓; gallons per day Alarm present: ❑ Yes ❑ No Alarm level: Alarm in working order: ❑ Yes ❑ No Date of last pumping: Date Comments(condition of alarm and float switches, etc.): f I *Attach copy of current pumping contract(required). is copy attached? ❑ Yes ❑ No !Sins•3113 Title 5 Official Inspection Form:Subsurface Sewage Disposal,Syslem-Page;11.of 17 Commonwealth of Massachusetts • Title 5 Official Inspection Form Subsurface Sewage Disposal System Forme-Not for Voluntary Assessments Craigvile Beach bath house Craigvilie Beach Property Address i Town of Barnstable Owner Owner's Name information is required for every Centerville Ma 02632 11/1,M6 page. CityfTown State Zip Code Date of Inspection D. System Information (cont) Distribution Box(if present must be opened) (locate on site plan):. Depth of liquid level above outlet invert Na Comments (note if box is level and distribution to outlets equal', any evidence of solids carryover; any evidence of leakage into or out of box, etc:) f Pump Chamber(locate on site plan): Pumps in working order:. ❑ Yes ❑ No.'' Alarms in working order: ❑ Yes ❑ No* Comments(note condition of pump chamber,,condition of pumps and appurtenances, etc.): t * If pumps or alarms are not,in;working order, system is a conditional pass: Soil Absorption System (SAS) (locate:on site plan; excavation not required): If SAS not located, explain why' t5ins 3/6 Title 5 Official inspection form:.Subsuiface Sewage;Disposal System,Page 12 or 17 . Commonwealth of Massachusetts "Title 5 Official Inspection Form Subsurface Sewage Disposal System form -Not for Voluntary Assessments wA Craigvile Beach bath house Craiqville Beach Property Address Town of Barnstable Owner Owner's Name information Ie required for every Centerville Ma 02632 11/19/15'. page: Cityrrown State Zip Code. Date of1nspection D. System Information (cont.) Type: ❑ leaching pits number: ❑ leaching chambers number: ❑ leaching galleries number: ❑ leaching trenches number, length: ❑ leaching fields. number, dimensions; I 2 overflow cesspool number: 1 � I ❑ innovative/alternative system Type/name of technology: Comments(note condition of soil, signs of hydraulic failure, level of pond,ing, damp soil, condition of i vegetation, etc.): First cesspoolis failed system is relying on second Cesspool. Scum layer excessive.between the two. Second cesspool is under pavement. Cesspools (cesspool must be pumped as part of inspection) (locate on site plan): Number and configuration 2'in line Depth—top of liquid to inlet invert Depth of solids,layer Depth of scum layer Dimensions of cesspool 6x6 Materials of construction Block Indication of.groundwater inflow 0. Yes ❑ No t5lns;-M Tille 5 Official inspection Form Subsurface.Sewage,Disposel`System-Page`13;of 17 Commonwealth of Massachusetts in Title 5 Official Inspection Form o Subsurface Sewage Disposal System Form- Not for Voluntary Assessments Craigvile Beach bath house Craigville Beach Property Address Town of Barnstable Owner Owners Name Information is Ma 02 ill t enerve 632 'required for every C11/19/15 i page. City(rown State Zip Code Date of.Inspection. D. System Information (cont) Comments(note condition of soil, signs of hydraulic.failure; level of ponding; condition of vegetation, etc.): Ground water inflow Privy(locate on site plan): Materials of construction: Dimensions Depth of solids Comments(note condition of soil,-signs of hydraulic failure,level of ponding, condition of vegetation, etc.): i t5lnsr:3A3 Title 5 Official Inspection;Form Subsurface Sewagebisposal System•Page 14 of 17 i Commonwealth of Massachusetts j Title 5 Official Inspection Fora IN Subsurface Sewage Disposal System Form -Not for Voluntary Assessments Crai vile Beach bath house Crai ville Beach Property.Address Town of Barnstable Owner Owner's Name Information Is Centerville Ma 02632 11/19/15 required for every State Zip Code Date of Inspection' page. C1 Cityrrown D. System Information (cone.)' Sketch Of Sewage Disposal System: Provide a view of the sewage disposal system, inclutling ties to atleastAwo permanent reference landmarks or benchmarks. Locate all wells within 100 feet, Locate where public water supply enters the building. Check one bf the boxes below: ® hand-sketch in the area below. ❑ drawing attached separately L 2to f, d51ns 3/13: Title 6 Official Inspection Form Subsurface'Se,rage Disposal System•Page 15 or1T i Commonwealth of Massachusetts Title 5 Official Inspection. Form Subsurface Sewage Disposal System Form-.Not for.Voluntary:Assessments Craigvile Beach bath house Craigville Beach Property Address Town of Barnstable Owner Owner's Nane Information is required for every Centerville Ma 0'263.2 11/19/15 page. Cityrrown State Zip Code Date of Inspection D. System Information (cont.) Site Exam: i Check Slope. Z Surface water ❑ Check cellar ❑ Shallow wells Estimated depth to.high groundwater: 5+ft feet Please indicate all methods used to determine the high ground water elevation: ❑ Obtained from system design plans on record If checked, date of design plan reviewed: Date ❑ Observed site(abutting property/observation hole within 150 feet of SAS) ❑ Checked with local Board of Health--.explain:: 'i ❑ Checked with local excavators, installers-(attach documentation) ❑ Accessed USGS database-explain:. You must describe how you established the high ground water elevation: Ground water inflow into existing cesspool Before filing this Inspection Report, please see Report Completeness Checklist on next page. � I isms•3113 Tille 5 Official Inspection Form:Subsurface Sam e.Dlsposel System•Page 16 or 17' f I Commonwealth of Massachusetts; Title 5 Official Inspection Fora Subsurface Sewage:Disposal System Form Not for Voluntary Assessments Craigvile Beach bath house Craigville.Beach Property Address Town of Barnstable Owner Owner's Name information is required for every Centerville Ma Q2632 11/19/15 page. City/Town `State Zip Code Date of Inspection E. Report Completeness Checklist' ❑ Inspection Summary:A, B, C, D, or E checked ❑ Inspection Summary D(System Failure Criteria Applicable to All Systems)completed -i ❑ System Information—Estimated depth to high groundwater ❑ Sketch of Sewage Disposal System either drawn on page 15 or attached in separate file 15ins>3H 3 Title 5 Official Inspection Form:Subsurface Sewage Disposal System Page 17 of 17 No Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS es plication for Mi�pozal •6p5tem (Con5trurtton Permit Application for a Permit to Construct( ) Repair( ) Upgrade( i Abandon( ) Complete System ❑Individual Components Location Address or Lot No. 997 CPz}l 6KE 65 Owner's Name,Address,and Tel.No. c5c 9, "63 Z - TBW/�l pF 5"1'�}i3L� Assessor's Map/Parcel 20�6 0(3 000 P(TCJt6P'S Ff AfJ N i5 NA- OBI Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. C5JW 933-'66<5D 744 LEZj (-e ,C Lj--y k)tTT-&! eipouP '9 P.rxn 6 cue ,4 2563 Type of Building: Dwelling No.of Bedrooms �4 Lot Size 10 70 AC- "" Garbage Grinder ( ) Other Type of Building f3ff0rC.q HOL25& No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) ,�3 7 0 gpd Design flow provided c) rj gpd Plan Date ��23,07 Number of sheets Revision Date zF g 07 Title :!z1a (C. UPFgftc— -- {U1//LL BEACH Size of Septic Tank &Wc) Goff— Type of S.A.S. (CA cf-(K6 gam, Description of Soil 0- - O.3, A5 PHM-r 0ejV 1.3/ 1,3" - 9,d H-6b)Uk 54N-b n,pz Nature of Repairs or Alterations(Answer when applicable) IN5r,4LL- �A TAtVk-- R2St2 a+L f'01€P < F AM j Date last inspected: Agreement: E ' ` 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 Certifica of Compliance has been issued by this Board of Health. + Sigued, Date w i �-D Application Approved Date ° / �r /6 r" Application Disapproved by: Date " i for the following reasons . Permit No. o ZP /_9 Date Issued THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS -- (Certificate of Compliance : a THIS IS TO CERTIFY,that the On-site Sewage Disposal System Constructed ( ) Repaired ( ) Upgraded Abandoned( )by _ at 9q 7 Crzq& has been constructed in accordance r with the provisions of Title 5 and the for isposal System Construction Permit No. C90 ,9� 7, dated Installer Designer #bedrooms Approved design flow :13 J gpd The issuance of this permit shall not be construed as a guarantee that the system will function as designed. Date Inspector No. (--7-4-J07.- V 7 Fee In d THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE, MASSACHUSETTS wigpo.5al *pgtem Con0truction Permit Permission is hereby gr tt to Co?,MAU-10dQDLjP- andct ( ) Repair ( Up V ) -Abandon ( ) 1 System located at �, '1 as described in the above Application for Disposal System Construction Permit.The applicant recognizes his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided: Construcctiio must bt completed within three years of the daCofhisp i . Date 1 �5 l Approve �c v s, .r �x 7-- ,� E`... .-� °'�� y,^;�^'•.,.r„� s.».�..�. f++, c t.4F yea•%� ^'(r No." Fee` THE COMMONWEALTH OFWASSACHUSETTS Entered in computer: i PUBLIC HEALTH DIVISION -;TOWN OF BARNSTABLE, MASSACHUSETTS Ica- , . .. , � Zipplitation for"�N!6 aY pgtem Cowgtr:Ilction permit Application for a Permit to Construct O Repair( ). Upgrade�)j,:Abandon O [ Complete System ❑Individual Components t a( Location Address or Lot No. 4- Owner's Name,Address,and Tel.No. -7 910 63 2- Assessor's Map/Parcel 20 6/O(3 01C46P 5 Wf V HXA-N N(5 IV A- 02M Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. Type of Building: - r Dwelling No.of Bedrooms tF} Lot Size 1070 A.r_ §Aei Garbage Grinder ( ) Other Type of Building 5(J4CH HOU.S& No.of Persons Showers( ) Cafeteria( ) Other Fixtures -Design Flow(min.required) g 3 yQ gpd Design flow provided A � 5 O gpd Plan Date T f a7 Number of sheets j Revision Date �2 ZS`-E�7 l Title C_ oP6OeAb� - eRA(c-7V L - CH 10 Size of Septic Tank &00k__> (5;AC_ Type of S.A.S. L_Z:Ao-t/fir, Description of Soil — O13 A5 PHA4-T- + Nature of Repairs or"A``lterations(Answer when applicable) IN.5TA(. gC �rAL.. �U�l(�i �e IlCA3T TT�fVt� .�'� L.. Pt)YP 4 Date last inspected: Agreement: ` r 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 thee system"in operation until a Certificate of 1 Compliance has been issued by this Board of Health. Signed_ r`f ' "� �_ }� ? Date Application Approved l �- _ _ n �ylY'f, 'Date / S�U? Application Disapproved by: Date for the following reasons r4} Permit No. 7� 7 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 •_ at 99 7 t 4,"1 l0 pDl4 I, has been constructed in accordance with the provisions of Title 5 and the for isposal System Construction Permit No. QUO -' �, `� , dated % 5 Installer Designer #bedrooms Approved design now 4Q=L^� J••.399 gpd t The issuance of this permit shall not be construed as a guarantee that the system will function as designed. Date - Inspector' ° ———— ———————� —————— —————— ——— �` ,v 7 J f lC� qp No. I� ° '.fir.», Fee THE COMMONWEALTH OF MASSACHUSETTS _,,_,PUBLIC HEALTHIVISI.ON ,BARNSTABLE,���I-:7, x* - - s - —...,..�--_ .�.... .r---, iR•r, .,_ .tom.--. '.-Y•%J '�'M,,. 1,-,.�-. _ _ 4 wtopont �&potem Con�gtruction permit Permission is hereby grr I anted to Construct ( ) Repair` ( Upgra e 5( ) bandon System located at `1 rYh�. i��LC' , `y Cv • d ' / and as described in the above Application for Disposal System Construction Permit.The applicant recognizes his/her duty to comply with Title S and the following local provisions or special conditions.,, Provided: Construction+must h ce he- within three years of the date of p r ffi . Date I c�S t 1 Approved b, 1 z. _ ., IAjaP 2.911996 0206sF STA F COMMENTS 1. Need engineer's stamp on plan. 2. Must show 5 feet above the water table, water was observed at elevation 1.5. Only 4.6 feet shown. VARIANCE REQUIRED! 3. a. No note on plan future nitrogen removal treatment system shown. b. Recommend installation of nitrogen treatment now not later. 4. Setbacks from road not shown. 5. Perhaps, low flush toilets should be installed. 6. Show water table on 2nd page also J STAFF I /1Pt'L1( n'1'lutJ L'ul: Cul.,ATIUN '1'L•'ST AND OBSERVATION PITS l / LOCATION 7 DATE��' VILLAGE FEE�„�.� . APPLICANT (Non-refundable) TELEPHONE NO. 7 G�3/D ADDRESS 79�_Gg TELEPHONE NO. ENGINEER - rJ �� DATE SCHEDULED �f (Applicant' s signature • • •• • • • • e e e e • q O e e e • n o e • •.• o e e • e e e • • • • • • e • • • O • • • e • • • • e O s e • • • • • • •O • s • • • O • • s • • • • • • ASSESSOR'S b���' LOT NO: � / SOIL LOG DATE_ ?— t�TIME� ' SUB-DIVISION NAME _ENGINEER ' EXPANSION AREA: YES NO BOARD OF HEALTH TOWN WATER VPRIVATE WELL / EXCAVATOR SKETCH: (Street name,etc• ,dimensions of lot, exa location of test holes and percolation tests, locate wetlands in proximity to test holes) NOTES: c_ 14d c owciZE7,c WAL 1< s' CGl�SpDDL iD9/�vrll�BF/tcH G'XCA 144 T/DN z-o�✓�✓.o 1,0/A. - C�sPGbL T� P/I�cAST � ---- PERCOLATION RATE: ELEVATION: TEST. HOLE N0: ELEVATION: TEST HOLE NO: � EL 1 1 �2R YELL Y GLAy----- 2 2 3 3 4 5 5 6 \ V 6 7 7 9 9 10 10 11 � 11 12 12 13 13 14 14 1 15 5 16 16 SUITABLE FOR SUB-SURFACE SEWAGE: LEACHING FIELD LEACHING PITS LEACHING TRENCHES UNSUITABLE FOR SUB-SURFACE SEWAGE. REASONS: NOTE: ENGINEERING PLANS MUST SHOW NUMBER ASSIGNED ON PERC TEST APPLICATION ORIGINAL: COMPLETED IN ENTIRETY BY P. E. AND RETURNED TO BOARD OF HEALTH COPY: RETAINED BY APPLICANT Town of Barnstable P# ' $ Department of Regulatory Services r Public Health Division ` '� Date ,vim A 200 Main Street,Hyannis MA 02601 Date Scheduled 7 Time , � Fee Pd Soil Suitability Assessment for Sewage Aso t Performed By: Witnessed By: �J LOCATION&GENERAL INFORMATION �atn�LbZr�� Location Address qq 7 C[ch oyr,l� &0(,h 1Lad Owner's Name 'ru w v 1// (F� iY1 I l�ilA Address 161 lr1U,n 5� Hhannts Mla Assessor's Mapft=L• 210 Sri 013 / Engineer's Name 10t,,Ze') V lijer1 Gro H p NEW CONSTRUCTION REPAIR i� / Telephone# Land Use &M t:� Slopes(%) O — 1 Surface Stones rN6Y,6 . Distances from: Open Water Body ft Possible Wet Area ao ft Drinking Water Well 21 Jo ft Drainage Way 7 Va O ft Property line —I—LC—) ft Other tt SKETCH:(Street name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands f`n proximity to holes) . ' i P- � 13�►e� X r . C fa►,49yl k )(2-AtA ck Izcl.d! Parent material(geologic) Du t-caS)-® Depth to Bedrock 1 Depth to Groundwater. Standing Water in Hole: '" Weeping from Pit Face n Estimated Seasonal High Groundwater `4yvdtrrg 1,t� Prio►t1141S DETERMINATION FOR SEASONAL HIGH WATER TABLE &; �� Method Used: Depth Observed standing in obs.hole: ___ In. Depth to soil mottles: Depth to weeping from side of obs.hole: in, Groundwater Adjustment Index Well# Reading Date: Index Well level Adj.fhctor.,.,,an,..@_ Adj.Groundwater�vel CD w Y PERCOLATION TEST Date I Observation <I Hole# Time at 9" r Depth of Perc Time at 6" Start Pre-soak Time @ U V30AM - Time(9"•6") End Pre-soak %� t Rate MinJbch `-Zfsi'1 111th . Site Suitability Assessment: Site Passed SiteFailed: Additional Testing Needed(Y/N) Original: Public Health Division Observation Hole Data To Be Completed on Back----------- #**If percolation test is to be conducted within 100' of wetland,you must first notify the. Barnstable Conservation Division at least one(1)week prior to beginning. Q'SEPTICIPERCFORM.DOC DEEP.OBSERVATION HOLE LOG Hole•# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in:) (USDA) , (Munsell) Mottling (Structure,Stones;Boulders. ConsistenZ "ve 0- 73 84 • ,, �yv �b�. w 5, DEEP OBSERVATION HOLE LOG Hole#'�P 7_ Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency, has h,,I Ir DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon- Soil Texture Soil Color. Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. C itec Gravel) DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones:Boulders. Co Flood Insurance Rate Map: Above 500 year flood boundary No 'Yes Within 500 year boundary No= Yes Within too 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? !i& If not,what is the depth of naturally occurring pervious material? Certification I certify that on A t 1"1 (date)I have passed the soil evaluator examination approved by the Department of Environmental Protection and that the above analysis was performed by me consistent with the required trai . g,expertise an a perience described in 310 CMR 15.017. 11- Signature Date , Q.wErn0PERCFORM.DOC Health Complaints 28-Jun-05 Time: 1:00:00 AM Date: 6/29/2005 Complaint Number: 18208 Referred To: DAVID STANTON Taken By: SHARON CROCKER Complaint Type: GENERAL Article X Detail: UNSANITARY CONDITIONS Business CRAIGVILLE BEACH BATH HOUSE Num Street: Village: Assessors Map_Parcel: Complainant's Name: a Address: Telephone Number: Complaint Description: DIRTY AND TOILET SEATS OLD/FILTHY AND SINK TO WASH HAND IS BACKED UP WITH SIGN SAYING USE HANDICAP STALL'S SINK. IT'S BEEN BACKED UP FOR TWO WEEKS. Actions Taken/Results: DS WENT TO SAID LOCATION AND SPOKE WITH THE RECREATION SUPERVISOR. SHE CLEARED OUT THE WOMENS ROOM SO I COULD GO IN. SHE SAID THE PROBLEM HAD ALREADY BEEN FIXED; SHE WAS SURPRISED WE JUST RECEIVED THE COMPLAINT(ASSUMING TODAY.) THE SINKS DID DRAIN. SHE SAID IT DID TAKE A WHILE TO GET FIXED, AS THE FIRST GUY DIDN'T DO IT RIGHT, AND SOMETIMES IT TAKES THE TOWN SOME TIME TO GET PEOPLE OUT THERE TO DO THE WORK. THE AREA WAS AS CLEAN IS YOU COULD GET IT. MOST OF THE PUBLIC RESTROOMS DS HAS SEEN IN TOWN AT THE BEACHES COULD ALL USE SOME UPGRADING, AS THEY ARE OLD AND NEED TO BE RE-DONE. I'M SURE THAT RECREATION IS IN THE SAME BOAT AS US, ' 1 Health Complaints 28-Jun-05 SHORT STAFFED AND NO MONEY TO DO THINGS. NO VIOLATIONS OBSERVED. NO FURTHER ACTION REQUIRED. Investigation Date: 6/27/2005 Investigation Time: 2:30:00 PM 2 'i31 >- a Nt r 1f I 'I wsnr:ioo-xmm�al L'- -- 1 I "�-\'�• i-v eecAAnove ro aruu - / O) t I � I I ze••r I `�'t. �+ rt*STEPS IT)W K7, I I •Y pV1 .12V/TlilfNA7lENC[W 1 I I I I. 1'fM/,WR'3 TO YAT.T EaSri:4 ;:G C "r1FPD:gla4fn IT•01nw) CS O I- PtCEsfAI Q FIRSTA)D x 7Zs COALCiF SAD roR V L�J EL i(6-1-) Z I t:encamasltt srr1 � I \\ // '� tl r.T,IPA•A11 TO IM I \ F a Of:.rAm r Ffrn vrOe z r 1 I X 19 M- All K.,RIVAL P.r.0.4lAG(Mf 'RKE^IC KR TO R:NA:. rC------- r�•t1LNT O Zq Alt F - - EL rs• d rxg�t� m LIFEGUARDS fr•a' 1'-9• - 0) - 13V 10 -- -sa yr sa - - �E� 01 ML EGSTR:G STRUCTURE I .. MAitkA1 TO REA:A:Y - . Al'/M MTX\ FAVtVrfR AS t fCK M.,0:1 a O AYO Il16tf 1iFC5FCM`l0f p[STn,:R:7 r.AM511FJALl` W Q r+ �� LC= STAFF TRAINNG O O O Rm\4 9� = C Acnc vsltt u,:n l-o n z '_ �••�• ` P.r.FRA'Y4 t0 GWG. Lt.�x0.7A� O ..L� f0 R2fIA':l - T U.N.AT%7.Y to REYNN < ♦� E m Q W EL Es 3/4' LLWMJ A 0 MVA1A8 '�A'FTM foil SlrlN. 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O -O - O O I EL.S( E06] 6 A I 1 ARYFRECASTCUCO$PffuYLTFi- ' I ;-_i I I oP rtTYmxatt rAn .nuot I MEN I atrF=_rurTw: oPA u i r..cr a•ortrzfs DATE ISSUED: _ ,I E027 L I 03.04.2016 TPt47F'a• F i I, f2EVISIONS: I Im 61,161, e I I „�r.-M e !1 A5.1 1 EXISTING' FJUSITNG 19-0' DRAWN BY: Author + � � DRAWING NO.: azt All PROPOSED MAIN FLOOR i Ezl L 'IcnMA 1, N. 1 I ATION rr DECK __ -PS' • N otcK ABOVE 1 '1 S�J, 1 OfCR ABOVE TO REMA'N N I I 23'-T R I C I+. I — — _ -- — A C a g A3.1 EXLSTING STEM TO REMAIN — tll __; ; • W W.WAVS TO MAial EXSTING A — � (B,Drn5c5) Q u winEAp$norrez I % % FEOE5TAE q%5•, CONCRETE FAD FOR U NEW 5moVgK FEDE5TN : g W 46qqg FIRST AD "' S 09 ! 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I I _� � � � - '_; - �­ - 1_1� I , , , I - �' ", ,L� , , �­ ­ L L , >% LLLLL -) r,u,��,,,�_; � � I- - ­,", I - 1, _r _ -1 , , I-., �l I ­ I I � 'L �, ,L '_ I I 'L I I j L� � " - ,�' . - �� .. - � ­ .. - , ..;k -�g � LLLILLLLLL ,I "I � I �11 � " " I '� I jv_ ' ' ,­ I I I --, :-�,.­,,� --- ,� 777-77,77 li_`4�_l'_eSil7 �'Zl�':"4, a g to 0 Lo '.. ..�I �. - ��- --��_, ,�,,�, "" � , i LL LLLLL .. ....1, , �1_ ._­ i , , � -� ­I - _­_� I �1.� - I �.,� _,�, � ,w . I, -, . - "I �� S, -_ � I - ,­­,�, "i�I ����-I. � .,� -,�, � 1. - , - , - .­ I �� .. . � ,i� , I�- - I � � - L TITL 1 .255 3 11 I ,� I L - I `i� ,� Ile -.11 __11 . �-----" , Irl L�le_ . �� -------��,,- I ­1 I * - , , , , I . ...... ­­ , ", WATERPROOF CABLE INLET LLL 1 4" SCH 40 PVC ­ --l"r, r� , ­ ­1_11��, �- L - , I .S 4 M cv) �l , I.-I - ­­'­_­'­',�_,.l'lll_ � AS __ I Ml��1'1'1,�'11, :,�'111'�,_­___�- - L z Cn %') r' . I t 4" SCH. 40 . ,- . ­. ..... 'M'. - 0 002 � � -4. 1�� OUTSIDE OF TANKS NO CABLE SPLICES INSIDE - I FORCEMAIN TO I I " 7 �,� -1 . 60' 1. I , 0 Go 90 i ,, , I 1, 2 : � , r L - � 1, 2 1 t M Q � . . L I I . I , � - Q Q Q co r PVC FROM .: � - - r LEACHING FIELD � r r- = co 0) co to ki a r � '. . �, / _"'�4�.� .. � I I I I ­L - -l-, 4 TYPICAL LEACHING FIELD NETWORK SECTION ---. ZONING & RESOURCE PROTECTION NOTES I SEPTIC TANK I .. , , - , '." , - " ,�, � .L" . '? . ­­ ." "L"', I �, �, .'..�_. EL. 96.21 1 � � � � --t- ..'�_�,-'.-" -_".,,� I ..�.-" � , ,1.� , - .1��" L �'L ��- I .A :., '. �� -:�­�­.:_ '�", I -�,:.�'-'-.�-";.":�"".'-.,�'',�,,.�.,-.'��-..,-,-�� ,!��. :_, ­" :_": .`l�,-_`,�,_.�::�.�,',� 4'�� / -,_. I � . �: . . . � , � �: " - . . A-- ;- - LL i EL. 96.46 .: 1. ASSESSORS MAP#: 206 PARCEL: 13 � � "1% � I : I � I��4,�--- L, I � � I LEACElUQ__EtELQL_QElAL - OWN�R OF RECORD: TOWN OF BARNSTABLE (RECREATION) _q ; ". �, � I-� I ______�_ - I � ... . :, __ I ADD8ESS: 367 MAIN STREET, BARNSTABLE, MA 02604 1 �. '.1 .. 4" BALL VALVE r ,----- _______� NOT'TO 'SCALE C� � f ..:_ �11\ I � -_ _� ''. � : I .: 2200 GALLONS STORAGE L � I ,-,------- i � I I . -k �� : ._: - r i ',�� I . .. I � . 1 , 1 2. THE LOCUS IS LOCATED IN FLOOD ZON " 0) , . . �! .. 1�N ,�­ �11.1 . I '. x �t � 3: 11-1 I ABOVE ALARM ON ELEV. �' -, � � E A (AREA OF 100-YEAR FLOOD) AS SHOWN Q i " "I I 1 4" CHECK VALVE � - � _: ­>_�_ I ON FJ.R.M. MAP 2500010008D � L � _0 I.. , : -4 "14Z�_ I , �� � I �� . L ca -�,� -1 2" FLA VALVE 4'X4' VALVE VAULT (ROTONDO I, TH 1. � 1_� 1. I �, L � ESHGW EL. 94.99 _x _1� EL. 92.05 HIGH ALARM ll� '� � ERE ARE NO SURFACE WATER WELLS WITHIN 400', NO z 5 1�1 3. CR4 Q� r � 4� �s .. ;4, : I ; EL. 91.72 LAG PUMP ON �k, EQUAL) . � "V-1,� � "r 11, ­­ ` ,% &, "I r I TUBULAR PUBLIC WELLS WITHIN 250'. 1 0 5 . `,_�1/4" WEEP HOLE IN MR,,; 9 _ �� ­ 6__� 1 ­� " , v, ­1VI* S� ,�, r: I , ­l%�Z_'­­_,�"a-, " 'L �, I ­ � - 11-1�­ , Y" , � _51Z �; �T ,� , i �_ .�. EL. 91.30 LEAD PUMP ON I �"ON ,_4 V%­�`z �A!1*5,"I'll � i I �. 4 �6.I � "I- , -,,� , ;r�a, r,'$'�. 1.-, �A j�clll',, I � . I , �­111­ . �� �� � I - � I i n I"L' ,�,"�,�'' , I Q� � r 5 ,N DISCHARGE PIPE � X-A ".4 . � , ,�* �� pl,", 4. SITE IS NOT IN A GROUNDWATER PROTECTION OVERLAY DISTRICT OR A ZONE I/ i ­-,4 0M -tz� � I I I . i i,�_', .1-1, ""�`' 'U � : � .. BOTTOM 0 "�� " L I I RECHARGE AREA. � 0 F TANK EL. 89.88 EL 90.38 PUMP OFF-5 ,� PIPE SUPPORTS 'r , . j I __ . , L . 11, . '::-, -1. �­' 11 � - : �­',' I ­­ 4, ,� p ` ,��...7&,e,,_jv,r r�q I . ! ,.,-,...... .-4 1 1 : � ,�". :.,.-"�_%_­ �� _. - 41 - '-.,� :: , , STAINLESS STEEL SLIDE 21�'1,114261� 14 E,.' P, �?,1. - ; I:il - - , � - �.:t-,�.l 1; - .­. . - �, . _ _ � - . , � * � . I .�.:t ., 1 . I . � .1 _..�..,.' I.,�.1'1- � , , .� -�,-�,,�-­: �!� � � .�- '.. - .. � �­, , -,�,:, , - ��­ I ) - I � _ I , I - �l .1 � --- \ _��,�_\ - � � .�� .� " ::, t _. I., L' A, �� :r � i r I I I I- I '7­01N 1. � , I � w / - -�lj �1_i��,� _" _"r"_, ,,j 1-1 \-Y 11 RAIL SYSTEM T Ml 1. .*,* ; r . i cf� 64 "-,/ ' / ..* �4,4 '' L i , 5 �� 4 � I . I � � i I 11-1 IMIJILMMW r ,� * I \ _� "r �, - I LLLLL , I � 39 I L r - , a- - - 6" CRUSHED STONE - � 6" CRUSHED STONE W 11 ", � � ! ll!!� , "" � I _� - �w-4 , �A� � _ ,�', "' A, , '_�� I 'ju �'' 'w , I.- I, "I 1 M , , 1��11 ,1__� ,�9���� BASE BASE - : j*lm�:-. . .�,_r � 11 �t .Q� ,U� I HYDRAULICALLY SEALED 11 . ���l 1,' ' . GENERALNOTES .. , ��W, r , : I fil 1. - __ - � - 11 . , 1, 11 - :77�7 I, I . I 1, r, - �f ,"""', I If I I J'� 1, 1 1, 1 1, 1 : 1, "4 , _,­", - .., , 1. UNLESS OTHERWISE NOTED, ALL SYSTEM COMPONENTS AND CONSTRUCTION METH � ­ � 11 - ­I I r I'll ,*, ,ffl q _�' (d � 0 �m "' 1,�t4 C� "� i < L / DISCHARGE FLANGE : 11!!!!�,,I 3:�, _W ODS I-, ,,,,,,,, (I I "�r _r ," ," ," ," ...��,, , ,11_�4 ",_ L It I 11 I , � �'­; ,,�,�,;, � � ,�,�___ iQ 1-1) ,,,, : Uj DUPLEX SUBMERSIBLE I ----- � , I '%'­ _A , _ � " . ,. r " � SHALL BE IN ACCORDANCE WITH TITLE 5 OF THE STATE ENVIRONMENTAL CODE AND � I ­­ , r 41 , z'_ . ca � ,��,,�l __r,%,, . )LLN L"r - ­` 0 " 1 4,500 GALLON PUMP CHAMBER PUMPS ��,,,��,I, 1IR"Kr* 1.1, I LL ", ,g� ,� l'LLLLLL­,r �, � - ABLE BOARD OF HEALTH. � ; .i , '� L' , i ,� ,�� � THE RULES AND REGULATIONS OF THE BARNST �� I r " .L ,�L" " � I I I ­�' L I ! w . ",� 'L, t�_Nll �, � 1 4_� NOT TO SCALE ,AL I _j ..11 L - � .... r� I . vl) 11,,,, I �� ,_- �� ,, I'M �LL � , , ���,�, - , I I ­t:� -, 1.1; ,� ,� �V�� � T I I 'Ur", ­r' 2. ANY CHANGES TO THIS PLAN MUST BE APPROVED BY THE BOARD OF HEALTH AND _ �11 4_i'�l _j DEL ST6XI16-45 OR APPROVED EQUAL ;'l AI I L 'Al. Ao', � 11 - .1 1,g I -,-,r �l _L' ��, , ­,� "I'' , ' I I I . , "� � w ,, 11; - , - W,� -,I I . , ­�ii' I I I r ,� 11,� i �� 1,� rr, I THE DESIGN ENGINEER. , ,7L4 I'll ��N L I I ", � I I > , ''I'll 0',,� %"Tr ----- �"I ,, M L I I I , : ,g;,",'� �, , ��" I , , �, � �z �_q (D 1%, ­,'," _�,,..... rrrr, . �q L 4"', , i ­11 L 4,." 11, ,,,, 1, , 3. USE 4 IN. ' SCH. 40 PVC PIPING WITH WATERTIGHT JOINTS UNLESS OTHERWISE _ 11,,,r �<­� E I - � %4' r I "I'' , � _� I Q� i ­ � ' I 1-1­11- , 11,11 11 " 1�1�� L ll� I . , -. ��" I......�� "Is NOTED ON PLAN. ALL PIPE SHALL BE PLACED ON A COMPACTED FIRM �BASE. 9 � _ , �"I , I r� rr Z � L I �I .�k, - I :;, �1, , '�'��, � ` 1, I 11 - I I �� : , , , , I -l"I"', I � . I,'''�­ 1::�, 1,."".� , �1, IN, L .1 , ­'kt, .r .1 L � : 0 ! � I I -"'�,'�,!,"I I` � _4 ,7!,!� N-4- " ,r I . ,,- t 1! I ",:;, E.- I 0 1 VARIANCES .L... 4. THIS�,�'ON-SITE WASTEWATER TREATMENT SYSTEM IS NOT DESIGNED FOR USE' WITH A 9z � k ;i ; � ",.­,,,,­'ll, " ��: jr �_ ­__.- - 1, "'."I r ,­,�,"'Y"I"V v 0) L_____ "', �, �, I ! W-0 ­­"L ­_ � GARBAGE GRINDER. ­�� � ____ i ,,, � - ( � __ i � '*� Ln 3: ________.________ NO VARIANCES FROM TITLE 5 OR THE BARNSTABLE HEALTH 111----l", 1 1 . � I , i -a I E-4 i __1 I ' - �,-,- �t ' I Ll ­=-===_-_�__ 7 ___�____ REGULATIONS ARE REQUIRED. ' 5. ELE�TIONS AND EXISTING CONDITIONS ON THIS PLAN ARE BASED ON FIELD SURVEY � � _�_ . ��: Q4 n r, I 0 - -��i�l---����-==------Z::7---:a_-:- _L I I L - : AND �PLAN BY HORSLEY WITTEN GROUP PERFORMED DECEMBER 15, 2006 AND BY :� .r- _­ - ______________ I I LOCUS PLAN - , I I : I I � N OF BARNST �b n Qe � M __`:::�-::!zz::::- :::��Z:=jz=z���=- -_7___-_______ 1 _r THE 'TOW A13LE GIS DEPARTMENT. ELEVATIONS ARE BASED ON AN " ,; ; ___::::� SCALE: 1"=2000' 1�; Q� �j � (D ---:-----,--------�7--�-;=:zz:7����--- ASS6MED BENCHMARK. "I � - � : co I . 1 . n .. � � --- ­--!-G�_ - - . - r � I -�-; I .2 � a) I --` ­_ E_­­­­­­­­-­......­­­-­­---­­­......­­­­­.....­­­­­­­­­-­j 0) :L-- : _--- -_. _ ____ I 1 6. CALL.' "DIGSAFE" AT LEAST 72 HOURS PRIOR TO COMMENCING CONSTRUCTION AT U) Q I— L: = PROPOSED 6" REMOVABLE .4 � .- - ...-- - . ._ ____ I � C C: I - - . - I WASTEWATER SYSTEM SCHEDULE OF � M ca i > i � 1-888-DIG-SAFE AND ANY OTHER APPLICABLE AGENCIES NECESSARY TO FIELD �j � N BOLLARD (TYP.)- ___ ___­--- - ----- --,----- I ____ . i I � ______ � I ; � 0- 0. I I � i .0) \ -_ ­___ ­_ -_ I i ELEVATIONS � G UTILITIES. - . I I CRAIGVILLE BEA -WOOD POSTS TO ­­­­...­'­-------­___­­­...L."",­­.......­­ ­­­...­_­­­­­ ­­_­­­.­­......­­......Lx - ----. � � , / F1 � -1 r M CH ROAD REMAIN --x404,Z,____ INV - � I � L_ -- ----I()I_ - ,__ __ - ___ __ __ � f 6 �_,_--��--�-"��--.--�---,,-�11---.�--�-l�-'-I-l�'---�l--"-,I�----,-'-,"l�-IL�r-�L�l�'1'-''Il�-'� ­ .­_-----___ PROPOSED BITUMINOUS -----__ : � . t i 0 ::::- __ - - _ 1 0 WALKWAY 11 - � 7. PROVIDE WATERTIGHT SEALS BY USE OF NON-SHRINK GROUT AT ALL POINTS WHERE ! , i � I 1; �_ ------�__ BERM-_ __ ll_�l ________��, ______.____,____ i_11_­­l­_1­­­­__l � 00 - ____�_ REMOVE EXISTING ��'�`IDT,-,---xlo.1�16 � r � � --------- � I ,_- ___ --- - __ - I �l--------I-,--­____________ BUILDING SEWER � 9�_6_61 PIPES ENTER OR LEAVE ANY CONCRETE STRUCTURES. ; ��� - I 'L - � I - __ -__ I �----,---,------,---------------------,---,---�1-1----,--�-,-��-��-.�-I---­______,___ll � wInIql j - 11 ­� I I __ 76UNIF ,LLL 3� - - - _. I I � i CV) WE 19 %==__ '_/_ N, I � x, ,.ra 426 ,16� ____ _ -CHAIN LATERAL CLEANOUT I ; � I T- " ­_ _-_ � =��_---104-f o ��, ���q'lllril­ ­_ (TYP.) r \ s I � C'.) , 2 � �, , rr �"--'--"-�"-.,--.----.,�-".,�-,.-�,-.�..........�,.---"-,."�-.,--.�---�,-�,-.,-,.-,�---�-1--l�-1-1111-,---,-,�,�",, i -­ I!, ______ ____­1_07==_____ ____ 8. REFER TO SITE PLAN FOR LOADING CAPACITIES OF INDIVIDUAL SEPTIC SYSTEM - � "I 1 103 " - !, .7 - _____ �,"""�,,*, r_ __ __ - - ------- i � � i El ��,_ -�,,',,, ­ - SEPTIC TANK-INLET' 96.73 I :a -,4 .- __ � ­__­.__­­­_­_-.­­­­­-­­­­­­­r",...........�-­­......� ' u� � - ___j x � - .=,I � 1-"''�-,�",�----_"-"",�'�.r,-,��,�� I 0 .�; \ _­ __ � � � � ----�---_,� --- -_ � d I'll �,L,"��,?M_ 7- , - __:�z_�: -_:7-1 02- _ - L SEPTIC TANK-OUTLET, 96.48� 'Itt � - _.Q �­ , ­ ­ I __., o - I -��,,,',,�,�,,, ,��._ ___ - __ ­:Z:I.., ,- I CIA i __ ,,z__ ___ - 11", x `�_ (O - -101 -- ____` PROPOSED VALVE VAULT "I 1`�, w" L _:7 - :`�--=_ 2 , , - --- I co __�_ _." - ,,`--,- I "e'l-ooe- - ------4 �5 �5 ci : ,, ,,- ,, ,, ,, ,, ,,,,, ,, � I U I.5 .) _-, . ,,,-",�� > _:��-:_ _:�:;��\\ � , PROPOSED 4 500 - \ - ...... _�7 '�__1_1­11_-1--l-1-1--l-1-111 ""I--,-,--,----"-,,------",--,-----!--,----.......�........._­­11-�1 W.) " c" i 1 _:::�-::z7" )qo ��37 ­ � co I I __ ,I .,"1�" , -."QUNE � - � � 1 4 , K��i ( -_- -,---,- ----,- �2 4 � I T_ � I ­ - _-, ­­ 4� , --::: �_ - PUMP CHAMBER � -,-"",-",--",-"-""r-"r,-'��-�'� 9. ALL STONE TO BE DOUBLE-WASHED AND FREE OF DIRT, DUST AND FINES. E� 2 "8 � � �l . <�---,_ : I ::, I GALLON PUMP . - '1--1 1--1, ",�-R-111U3,39 __-_-� I jL.......­­,_­­.__,_­­......-",--.-"",-�,�L,��-"-"-",�,-L-"-'-�'. >1 6 �2 , I _. � �,'� ::, I—. \ _INLET"�­, �iii� _,,_ � , (:I e I (0 CHAMBER - _____ - �""",�,l _�_�,.--__­.�_�­�,, ,� � I ---,- �__ 96.46� I , �O - I 'r '' t ___.� L 11 �___ -__1 zr�j 0'd-k""p-4"qa / �,-,-,----,---�.�,--.�",--------.��-.�-L'�---­_'_­,_­--------___l_­.__"___­__­­_­­J �Q 6 1 101.3 � � - I I � "_ I M , (5 ., i� �) t I I I I � -�,,',;��,!`,,�,�l,��il,�"`,__'111"" 1 101.3 ,-\ -ga.22A, \, -7 0�) o 03--_ 1 � PUMP CHAMBER-OUTLET! 96.21� 10. THE CONTRACTOR IS RESPONSIBLE TO REPORT ANY DISCREPANCIES FOUND IN SITE L: 4­4 ,�f ,18 § - : , � i I __ �� " \ I- ----x4 , N \�-, - -,� �z �-, " x ____ � �--"----------"'--------,L-'�--�'��-------L�--rLr-.---,-.---,---.-,r-,-�,-'�-I'��l-�-"'�-"-IL'�-"--I-.-,�l,,.-11 . T lllil! ',�,�,� "ffi,,`�,,� - ­_ 4 � L 0 -&. =) � _; 1`1� k,,-"-, 10015 - -0�,_ - U_ 1­4 t � �, - ,,, ; C ­ iiiii ,,,, '9 __ � � �v% � i; ,"; , " i � ::� I$ ,�,, ,,,,,, � - 0) PROPOSED BITUMINOUS I I . j , . ,,� , r �11 � . �-�-��-�,�,-�.,�--l�--l�--.--,-.,-,--�-1-11--,.---�lI----­l-f L­_­­­j�db4§1 CONDITIONS FROM THOSE SHOWN ON THE PLAN TO THE DESIGN ENGINEER. 'a � I U" i "= , ') _ I � , - 1 \7 " _� .- __l___l,___,j__ * 11"?_11�,,� i 1,� I . __1 ) -_ - __:�:�_ _\ X�,�\ � N", - . I r 12 -r� .. 4,- I .. � �,,---,- �A,,,,,,,,`,,,.......,,','�: , AMERICAN i UbOb __ � - 5 ! t I - I 2 a I , ;, I , . - - ­ 11 � BEDINVERT I - - - I o * �­ - , � �, 1­--------__­l.l_l___­l_­___,___",--l-1.111--1-11-­_­­__,._.­­_­ cc (.� i4 i :� I---- 13 :t w_4�'lT%4E__:==_:L_i__ , ;��_ - I � I I I ca I _V217e,,Jv�F" W---- BEACH . \ I ; I i 711,-, 00, BREAKOUT' 100,5 � 11. CHANGES tO EFFLUENT FLOW, GRADING OR LANDSCAPING, EITHER ON-SITE OR T �,��,,���,�,!,"�',,,',,,,,,',',,��,�!,"�,!�,,��, - � 1, ;��. ',--- ! � L_ X . \ , \ i I ' g Q_' ,g -Zo I I � . I GRASS � I �_­­­__­,__,_­­_­__,__­...............-,-,r""-,-,r--,------,--,-'r--,-,----,-",,-'-;--,---,--",--r-"---f L , a- clo , 8 r,� A A—L- � 1 ���,'2�'L�,�.'_' - - oa � � _, , , '� - - CAPE COD BERM I - V/ illl� �4-,',)�,�,1,,__,&�-� - 1 1 1 \ \ i ,__� , I 16 , i , . , I ", w LATERAL DISTAL INVERT' �� il 0 "".�- - I ADJACENT TO 'THE SITE, OR FAILING TO PROPERLY INSPECT OR PUMP THE SEPTIC " _�,,,,�.''q __ _ I C:� ���""`o"e',',��:" \ \ PROPOSED 7,000 GALLON _­��,. _­ \ 1:9��37 \ jL­_­_­__­­­­___,_. ­­.........­_­_­­,_­_­­......­­_,­­,_­ it'__­­­'__,_­­44.�§6,� t�A L � : ,�, ,,,',';l,,`_,��,�`,-�:,,%",��, -_ __-xl00 j ? I ,,,,',,'�,",�-��:,,� ,04 \ � I I ", , - -� i Itt-m" TANK Y AFFECT THE PROPER FUNCTIONING 'OF THE LEACHING SYSTEM. I �,e`�'��­', ,� " El 2-COMPARTMENT SEPTIC / . 'L��`�'�� �L ,­ \ \ BOTTOM OF SYS i I � ,�,� i ,�,\�,��, ,f........­................__­__,_,_­_­,__L-------------- I I � 0 1 I'll �� I—, - \ I ­­­­1­1111-11-1­1­111-1------­1l­­_ll_l_____4 'L 11 � I I � 4-a TANK / 4" i,,4e, 11 50.0' \y ��___ � SAW CUT EXISTING \ ! ll� 0 1 I I ., ESHGW� 94.991 1 : .---'�l�l-'111-11-�---�l�-����.1.1'-���-�'.L-I.-'-�-. -.'��..'�.11�",,----.---.�i-.,----.,---.-.----���--,- � I il;l�"� h_0 1-1,o � \ I - � � CL �,1&111' .59 0 ___l PAVEMENT � SEPARA TION TO GROUNDWA I ER I w 12. THE! OWNER SHALL INSPECT AND PUMP THE SEPTIC TANK ONCE EVERY 2 YEARS. ! I a) i 0", `.1 0 0'61�i 101. � I 1\1 ���""-,-I-,11-.,--,-.--,Ill--�--L-I-�",�,"�,--,--,,-",�-"�-.-L�-.-"",��,-�-�.-Il--�--l-"-."-,,.--,�� I . � . I : i 11 `-, � � - , ' �4`�`, "'. __ ljo-, L_ - _ ; I _ \ i U) �l .1. __, REMOVED i / 11,�� � .Y� ­lffi I- � '31, ._j,4,?,­_ ­ii -" `t"; il, � � � ­-- � I I O BE i�§ 7irli`� OWN,. 0 � 13. THIS PLAN IS INTENDED TO ADEQUATELY PROVIDE THE INFORMATION NECESSARY TO � I I . � , I � I , , '­lft,� LAYOUT AND CONSTRUCT THE PROPOSED SEWAGE DISPOSAL SYSTEM REPRESENTED i I �: .9 AND DISPOSED OF (SEE NOTE 14) W'11'11 ,,','f ( "," - "��l ­­­*�e� ,�,Nnili_,�Vll 1.1",_10 �� i �9 1� , �'_ ffiw-L%--"0!,`-,le �_, i, 2' MODULAR I - � 'I , � I -I'All I �_ �;�'1'2E`�,?�'*_�*llli L' I , a- - ma���-.-;,.,i,��.,�,l�--��-��,.I I � , "",, , I _� . _,_ " ` -, A,,, , ;- - M. , -� " ON IT AND SHOULD NOT BE USED FOR ANY OTHER PURPOSES. 46 k4g; , !Ju, BLOCK RETAINING WALL : , ,"I'li 1, `*ii�.'lil_l i;�.�����,-.�.��;'�:1-��',��i�'I ,-.. I " , 1 ",,, int'll,", ti`­"'I'll",`P� A,, ; - � � 4, 'b'll.�,�_!!i I I '­­­'. I 0 > �......�LL, iRll" il'0 1, �, " -" - "�,� '� ",j��' I.,N."- �1' z I -1 �`t �� *M. ll.'l,�!?'_-_l-___-_ill i,11"', ; jlillljlllj�jlllll!ii. WITH 30 MIL PVC LINER � L I _;L K �i2:141 r__!!!f-__ '_� ��_,�"", -,'L"' /-----__t" �L, ", " _,� � , - g, _ _ - - - . I C � 2 7�ILA_l_K- r�2t - 1,tj�_L,�'_ ,� � - _< i T'-'_l*`l`.ilYJl ri,916�tl 101.3 . : . � L_ _____*�A VV,'A,L "' . : \''(P.) I L ,-,--,�"-L-��'-."�Ill1l.l.,"--,�-��,�",_­.......f­',_­_­­­­­,__'­'---------J1................................L.......- 14. ALL�EXISTING SEPTIC COMPONENTS SHALL BE ABANDONED IN ACCORDANCE WITH - �_ ,R"",,,'_�",)�,,Nyo ��'!'��,`,", '15K,_____;_17 .. lqlllil;��ijl!l! I ,,_.,�', � , , � � li�tM,-_li il .,',F,i��;'37� l\,, � , `� 1_'�V7 �,,�,`,'�� ANSPECTOR: J. HENDERS( N � � -- ,, , - ,,,J " I � - I LK - -ltVol - I _ i 12-91, .i_7 ,',,"I'll� ­'­­­%;i% � i _ ,_g I CU __ WA . - p ,­.--­­__-' -'-'-"--''--'-"---'L--"L-"-,-",---'-'Ll---,��--���'l-I'---,I-Ill-l'll-'� ; � -, �-, - - I ­1­1­11,1­1�t �L�-�,-I--'�Ill�'�l',��--�,1,-Ll-l-,11--l�-Ll-,Ll-,�-l��ll1.1�l-l-l'-�-j I -1 ­ � � ` CtVALUA R,D . .., M '____7� [7--71 , � � -', " "­ - ..17 ­`--I 00- _. __ __ Y]NSPE&6k__' 'J. HENDERSON i 1 'S6 i TITLL-5, 310 CMR 15.354(3). 1 , � - ;; .' __ x? ��­�,j� �� I . DESMARAIS t � ; - __ 7 �� � p S ,,,, - i I I i-RAMS" " /, .,- . __ 498 - lon,a6 --, 1,34 ...... ii*ii��;, _ I/ Z ,,-,,, - - ­­­------­­­­ ,�� 11- ,, �, , � 1� , I I I . -__11-11­11-1-1­71-111rl-1­11 I­l,-1-.1-____I-�11----��-�"-,�.�,����---�-���"-.�,--�", I . I I I L "",'"' , T ,", " b.-_bff kk§-------- �­_'__­_­_l I __ - 0" � z ! , ��;�Ii ?:�,�,,llil -5-,-----�'-1 1 " 1� i i\ �''�;:� L ", '�'­�,��C,,, 6 L­ ,--- I� i` , � ' 'SOIL EVAL6;k-fbR:`,', � i I <,�"\\\\� L ' , --J 0­­.........,.­ / .j � I , � � I kl �'D'� ,-.--����,"-,�,,,L,�'��'-,-�,--",� ­............­_.l­­ 1-11-111-1- �DATE: 1/19/2007� � : ,,3�:,_,,'4� ", " I ,��3,-.'�"'-'."I�"�"��",L4,��.- �-",-".,�,; --.-�.�'�ii,� -`.."����,�,����"!�-,,�,�,�,�-�;,����1 __;; -4 PROPO ED PAINTEE( /Z ll,__� I / , - 11 , ,i, "'.4 Eg-R-Z�� 00 ,z\ , �L), � ,//� M / \��X,,� x ." �� 905&,"-', z k"ll",1,", I 11 ­­ � I � � T � � 'L - _­_`'­­ I �­_­.____­­_­..___.­,_­­ -�,-.-,�-�----�,-,-"-�,-.�.�-�,-,-�......_­__9 15. AREAS UNDER THE LEACHING FIELD FOUND TO HAVE UNSUITABLE SOIL MUST BE 41 � / j I / 16 �,�,�F,A­W,,�,­ ", I/ zl/ � :� � I � 1/19/200f' 1 7 i�, ' - � . z � z � . I T_ ��.­­_. '� 'L L� : _/ � , 'PERC k 11592 �`­* ­ � __� � . � - . I , "' _%" I _ ____ �l­­_­_­_­,-,---------�-,--.-�,-.�.-,-��.�-,�--.-�"-,.�-,----..".-­­­11-1-1 REP�ACED WITH TITLE 5 SAND AS SPECIFIED IN 31 0 CMR 15.255(3). �%, " -,,.,,,,,-�,�,.�,�,-�-�"-,---",-,,.,�...........�,.-�.,�,--"�-��,�",---,'"'�,,�--�-��-''�'i . , .1_4�`* � I � I 1­1 -1­ I,, _� i;;::::­:�: ____ I" �PERC#: 11592 i � , I � IS- I (0 - .- g�ii�"���'���!"",..�ll"�"i�,'��!"-"-�ii��'���..�,�� _�1 9,'4 ,z " - " -- - ��L 0 nl gg­i�,`,--i , -; ,�E�.---.�."".-,-".,�.--."-.Z--"...���-i� �, 1,, n-m-_;l�-,,,,,,-� I - L .., z ITH , \ I of, " ,._�,ilL'I I�_ - � 3fli �" ' V 5,4,'� %�lill �Si � is S , 11 � ,.1 " � �l I . I� " , ,�, �",�,,,���,,",',,'-�-L"�,�,,-,,,,�','-",�,QN""�,�`,`, - 7 ,,, --, I. lllilliml!lll; 1 7 1 � , V Z�!­.-_Rl , i 4 ,., \ ,\ , �I - I I I ,-,--- wa� x C­,__L­11 I-—- ­1"I---­­,",­1-1--1__I.1.1��l-­­­�11.1­1-I--,i'_,�,--,--­'_� I � � I : � - �,,� �. -- � : i T � I El AUDIO AND VISUAL ALARM V ",\ N 9,., 'I,',2 , 0-�,�­� ,,,�. ,- � I i ? � TP-2 I I I 0 1__l__-l___l­_t_l li_l_­l_l­­­­_._ . � I , , ,- z � i � I ! 1 16. THE CONTRACTOR SHALL SUBMIT A DEWATERING PROTOCOL PRIOR TO � i i 1�­ I_­-, L\ ,/--- �,`,�.'-� ,,,,,� I....- � -2,---- ! � '.-'-I--I�l-,Lll,-'1-11'---l�����-�-�'-'�l-�----- I -:-i -,--�� i ,\,\ (11 0 1`1`11`11� ­ ,,� L . i / �\ -LA,l L_ 1. __ I � I TP-1 � 41 i � �_ ___ __1 I \ "�,,_',,�,,Zzl,­;� :::; i�.-III-11-1�.��ll.-,-]--.-i-,,�� .-�1--�-1- _111­111­11­1 I'll.-I-11�,,�.11-11-1�".---,-,-.,.,,�.�.'�"-L...........­11-1-1 i I L"-�,,,---,-,",�L�,-��.-�.-.--, � 6 i .l.. � i I � I 1 3,-."-,. _..­�­­ "I".-","�-���-,,,L,--,--,.---�'L I --I ; - � x � __ �l-_______� CONSTRUCTION. i L I 0 ,­ , 't I -----�_,_�� � I � � i 7 1 � :99.5 1 = M 8 "D ,\ '�' I . 'i I -------lll��' idir ��.�� =,_'1 I" � 4 9<11i I �*�114� .0 �I ; . L_j ,\� x 0U � ,,T�;tg,.­ ij­��-%. _�_ � :4 8 I . � ­­­­­­_�....... 4,----"'-'--""',--'�-----'-'-'---"L-'-'-"',� 1_­­_­l­A I 1 _,_,&c "f: 0 1 ­­ �_­­ � 11111.11,11-- � _[­ll___­­­_'­...i I'D �� 4, w-�' ��,,l , F­­­ ­� ) �____.___0 : I ,0 "o : , , � �99.0 ; I q D1111121-ft P071i"'; - ,-,,'-,. 11 i � " " _� , , -,,',g',,�f,.7-,p�g, - , X, 1� --I/-,- I I__ I 0 ,� ,2 , - - ,5`­l,,�,,i,-_ _," , ­ � _�e �,\ �-',2r,l' ', i`lll.� "Ill ,z L � � � .`4 : I - `-, .., , , M, h_ I 1 __,, I I z IN L __,,�__ ­ , _, 0.01 " . _111 - _ ,____7.____4 �­ , ", ­­­_­1111--l�_­ . � i I -- - �A , "_,_ .,__ - I 1 - 6 .8 : `­-i"`;`,ii?��,"i' ''I'll,�,,,, - ,"I'll--1�1� li.........________z_________........ ____ ____ ._ , " � -0 � \'\\,\'\ ,\ ,,"\ ,� ��:�',,,�, '.1.1i,�--,M_R �'7111'-_` � "_l* , -1 � FILL 5 2 �_ , " �i� . !I - � i " to , L," � ,, - I " "41",'11111K 17. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING AND PAYING FOR A REMOTE P=, , I I "" �, _ I" � I \\\ \\\ - ` ";�*.---N oul-,5E'i-,,�i�ll -"- , , - ,", � � ; ��__, __ __,_____,__ � � \-, \ , �� 0"' " "I'l-M., �, �",.", -1 ,i &�_'_'.-..--.'-. , ,e �_. �l I "'�,,�, ..,`,l �-,,�­,-.1'.- --' � ; � "I "­­, 11 � FILL i i i ! ­�,,, Ri �,lll -'�"-'��'�-,"'L��:-�",i,�','-,'�,,�-,,,�,,,,��,�-"L"",.,. � _,­­!­. ......­­­-,.............L------­__,_.­­__­_,_,_._­--__­_­­_­_­­­j I � � I .., L -!I';-�11,��l (­­­­___,­ �6 �� ­� - F 0 '. Nl _�`,Llli- 1� ,,� (/),� ��'�.L�:",_ ,- , , \�\\\ I i117".1-ILLIMI, " � ,\\ 11 \ 4,; ", � � :2 I , �. ,� "I ., I � > :� ! IN , - �', - Rilvi%`5illl, " ,'I ,� - ;� �� c.� i .11 : �l >% PAVED I \\" �tl.plll.l`�� IRL"'T I , ,�L,5',, ,(95% COMPACTION) AND PAVEMENT ,�,,, Z __ ... I TEM INCLUDING THE FIRST YEAR MONITORING FEE. A 1 1 OV >� I \ i�,��, �� I � ASPHALT ALLED IN CLOSE PROXIMITY TO THE REMOTE ALARM ,� (S " ! i \\' I .1 i � ,11.0 - (ZD be 'R � F I ? � � I I , I 1 0.3 i' x N 1"�­ , " ., , " , , i , -0 ,,�,, -� I PARKING X ��i M_M`_ I- I ,:,41.li � � � __ _�."""."', ,� I "� THICKNESS I - i � � � .OUTLET. SHALL BE INST it v _0 .I8- '�l I ,1�1�, � ASPHALT � � ­4 , CRAIGVILLE BEACH - I�­�., ,,� "- z o i _ _ � I . MONITORING UNIT. THE PLACEMENT OF THE OUTLET SHALL BE FIELD DETERMINED. . �� � I rl- ----- ,\\ �,,,,, " I ; . - 'el � � � , - i �-:,;", f1s, ­131 ,�.�,� 1 \ , - I �,_-­,��P�,��,,�_�, i - - � " ",_ ,�­ ­-_ � v �­­_­­­­l_-. 98.7 = -� ­ �a .. � C) LOT ll_, " �­ll _,L� wor�il���������'-'�,��,""�,��;��,,�,,��g-�,,�l-t,!"��"",�.,�.,�.,�."�,�-".,�i�iii�i�r,el�,�,,i�i�r-tt"t",!I��i..��".. 1_" I--,' ,� _______ ­­1__­­_ll I 'A�l , :�,�, , ` s � ; ; I I e%§k'w`$"l#lll`._ � ,� z v i : __� \ ­' \ , __11 . r, " I ZZ 98.7 - RESTROOM BUILDING �r, ...­_;6�*��%��,­­N,* 1 0.3 P � . 'j" I ,�K'­ _�`� . . I ­­ I - � ; ,l­­­11------­­j I � � � I . �... "I'l,,", 1___,� �_­-I-,.-----,­1--­- 3 1 1 A-A- � ' ?_ 0 = �� 8 �4 11-1 : ,e'�,,��,, , z �______-­____­�_- ----�- � ! � I I*-- 1-Irco I \ �,, ZZ I � I ,.� -No- I -1-_11--.1.___,l.l__l.11______,____­­­­_­­j, � \ p',� \ AMERICAN \ - _,,_ , LIMIT OF PAVEMENT i I � � U) '­4 y, = ff. a 4 � - , ! ; � � I � � i = - � , I , PAVED 111-1-11111---t � � 18. BEACH GRASS SHALL BE AMERICAN BEACH GRASS (AMMOPHILA BREVILICULATA) � " I , 16 I'll,"A", " FILL � :,,��,\ ll�_,ll '1�59 1 � \ 111- ' 1-11.­­11­1­11� \ ­­­­�­­---------�.......­­­-'­-­­._­ \ �,\ ,� : �',�',�e��,�,� :, � � _� \ I \\'\\\, \' \ \ \ �, �6,,';,, ), I op-3,9� BEACH , REMOVAL 1�11 i - I ,��x�-� ,I � � I A : , � �, \,\ \� ,_ � i I t � . k CY) - \ \ ,\ 'E",", I s �,,,--3-`,,'Ns�`�_ \ \ - \\," I "', ' ' 11 I n,�, �",� t�!, \ � I . � i i BASE SUPPLIED BY SYLVAN NURSERY, INC. AND SHALL COVER THE ENTIRE MOUNDED Registration. � t � � ; t - \ _ ,�', 11- i I I i I i 0 �,___�.1 I _;,.�L�__ GRASS \Toy )I �,M"",`"""."'i, \ PARKING I � \\- - -, N'll \ - I I I � �; ,6 �� I � ) � . . ,\ � 1�! , � I I . BASE � � I �l , ,,��,,,,'��-,,'-',�,-,�'�,, "'.,......X ,'' �........�,_" I 11 ',L� I � LEACHING SYSTEM EXTENDING TO CRAIGVILLE BEACH ROAD (APPROXIMATELY 4,800 � � I---- �l ',_,:",�,' el LOT t � -0 , 11 N ,\ ,, �� i L ­, � -, � 1.31, 97.7 , " � _".T.;l � __ ,","', ,,,,,,� , __� 1,"I P0,11­74­-11 11,�­,,--l".11, ",�", �, \ \ \ \ � . � I '­'__,___l_l-___l41__l ­­­­l " I i I � i CULMS PLANTED 12"-18" O.C. OVER 9,400 S.F.). INSTALLATION AND FIRST _,��,N � , - ---.I---- � (D I\1 �� I_:Ll`!, ': -.�,� '' `_ , \ 1�3 i'_ 197.7.­_1 i I 4� I N ,�­­---------4, i %-.I I L , �,-",­,"", N'll \ APPROXIMATE LOCATION ­- -"�L�--11-1-��lll-.-.I-I--�-1,,--.�.-.-�-111��-- 1�0 I ,, ,, l,-,-,-,;,, � i \ _�,--� " K,,,.��,,,, OF I � � � 11 'Ift - , \ � � I 1.­­_­­__,­­l I .11-1___l_l_­___J 1 16� 1 � i C i � � APPLICATION OF SLOW RELEASE LOW NITROGEN FERTILIZER SHALL BE INCLUDED. FAT FP41U i C - , \' . vll,qu � I . I I I i I ; � . .- lk I 11 I ' I ------I-I——­­11 I­­I I­­­I—.. 1_1­­___ll 4 0 �4 ; L_ _­\ \\ \ M...I- 1-1 EXISTING LEACHING AREA \ \ \\ \ � i I � I c.3 LEE CA - I ", � 5 I � 3 1 i f A i ? I . -'--'- - ...-, I ! I i � � � I 1, I I 11 EXISTING SEWER- 6.0. ....... _­_ __ i I � � I � � No-42824 � I&I, � i � i TOC - � I ' ; NECE5SARY POWER_FOR THE CONTROL PANEL AND REMOTE ALARM MONITORING *I--- : MANHOLE TO BE __ z I ­i " 7 MEDIUM i � ! \, ' f I �................��.... !' , I I \ \ 1 5.4 ___ I CL 1\ N ­­1 �,\\ '\\\\\,\\\\\,'N 0.3-4­ 9182 \ \ \, \ � 19. THE CONTRACTOR SHALL USE TNE .EXISTING PANEL BOARD TO PROVIDE ALL� THE CIVIL i f�_ w ­.1 9%88 \\ \ X ESHGW EL. � 94.99 1 � � ; __ � ; 1 ; � : I \ � I I , I � t SYSTtM. IF THE E'X' ISTING PANEL BOARD IS NOT CAPABLE OF PROVIDING POWER TO � C:) ABANDONED (TYP.) lE, ,­­­_,_­.,_,__l__, SAND ­.......I-,----� � � ON � -0-- --, \ 9�N7_ � � � . c __ LIMIT OF PAVEMEN a if, - \ I � i � __ - x I � � I THE �ONTROL PANEL OR REMOTE ALARM MONITORING SYSTEM THE CONTRACTOR C:;;::j::::�:: � i i MEDIUM I I z I I I _ ''i: , � 10 YR 713 1 i � : I,-- \ X ESHGW EL. 94.99 REMOVAL (SEE NOTE 14) 212.5' itU� 7: ', � � I � SHAL� BE RESPONSIBLE FOR MAKING THE REQUIRED MODIFICATIONS. i � � T M ��! :i . � � � ,, � CN 1��_�_' _ � � i � � L ) � - I ! � __ i��__l X STANDING WATER : SAND i � I i CY) I i ! I i LEACHING F LID: AMERICAN BEACH I li � � i 2.8'DEPTH OF i ,I I I � I � I : I C:) I'll i I � EL. 94.00 i � 10 YR 7/3 , F�roject Number: I � 6 i � I � i I � I ; i (50' X 65') GRASS � � PERC t . � � X STANDING WATER : i � i � i � ! � I � I i� GRAPHIC SCALE ' p � � ; . I � � � I i � : CURB TO' REMAIN � � <2 MINANCH � � � EL. 94.00 1 6-138 � � v i ; a) � � i i : � � � � � I L I I h-- 20 0 10 20 40 80 � : � � F . I � I i I L � PERC RATE i I i ! i _____1 k � � i I � -0 I i i 5 1 � F : I i � 0 i!l = inn� 116- 4 � I � I i I � � ! i t i i I Sheet Number: I � I I I I : I � I I � � � I I � � � I � i : E I M IM E== 7.0 jl ' 92.0 �� 1 8 0 i I I 91.0 , ! L____- ___l'l__'1_,_._.1_111l._� I Ll____­_'__­J I � I ­'­-'­LL� ; � 1� -I.- �- _­ ' I I Of 2 i Cn ( IN FEET ) I ! S TA NDING WATER @ 5' BELOW GRADE 7 STANDING WATER@ 5.5 1 i I � I 'I�",,--".,-"--�-,�ll.,�----,.�--��l.--,,.,,-�11-1--l'�l---""-�.��,�,- t�-111--,---,----,-",-�----�,--"----,� -.,--"-BELOW GRADE ; : CU I inch = 20 ft. . I �.l I ' - ­'�N- L � I i - _1"�' , �'����AK�ER�ICAN�BEZ�� I E "' ," .1 , �__ , I �_,_ � . , �� . 7 , _ , _ - � .� _ � ­ - i�_ I` 4 -.t., � � I � - -� . . �� 7 - I - tj -111, fr- s�TO 11 - � I fff , I , , , I I I , L I I I " - on,26*, � I / , I', l7i N dill,W.,ll-, I I I, , , � ___ - I I i . I I ­ ". 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I PRESSURE DISTRIBUTION CALCULATIONS i 1.2 1 1� � "I --­-­___1---1-�--,----------------�-------,--------------- i � ­­ __­_­____­­_,_­_,___­__­­- 2 ZIP TIE I I I i ____'__'_ __'__U§ )�LJ5)�R `��WAStE_ Y' �__­1­__-_1_­_--I,-,,,--1--1-1-1_11­_____1_1___,_­­-------------,-,","--"----""-,-,-"---",--,-,---"--- �66 r � � CD i ! � 1 2, IGPD i PAVED AREA LANDSCAPED AREA E i i -, 'TITLE S DESIGN FLOW CLEAR FLEXIBLE TUBING E : i----,--�--,---�,�,�--...,--,-,�l---�-----�ll-�--�11---��",--,�--,--,-,-.,.�,",--I.........,�1-11---" ---,--,------,-�l----"- ­1__1___1_1__1 11__1­_­___11_­_11_­1 ­­­1._.­­­_,_­_­_­____,�.____......�.....__,_'J____-___11111____-___� I ; i I i � 0 I I i FLOW PER PERSON�� 5 i GPD/PERSON �­­­­­ "-"-,"" ,-,-"",--"-,---,--"-^",""',­­-�-"",--,--,,-,-,,----,--'',---,-,"-,-""--,"""-,', ­_­__­ � I I _____4_____.___....__------____....__­_"Ill-,"I�",,--.,�.,--...'��,�---,�-..,-.�-,.-",.--� I : i t­­­_, --,--,-,--",---,-"-"-""----,,-","-,-"-,"",-,"",-",--,,"-",--"",,"', ­,__­,__­_­___­­,_­,, s ".��,�-1.1-1-"���"-�--��--�--l-11--l-���-�1-1.1-.-�ll"��-""��,�,,�-�-,�-.�-1-����"-��-,--"��"-,-�"-"-.�,�,��,-''- 11......111.1�ll.�l-l�.",�,�'ll-1--�.��,,�l"-"-",,�-� _\ I � i 9 � L­­­ I EXTEND 4' ABOVE TOP - 0 i I NUMBER OF PEOPLE� 4401;PEOPLE � I � f � = : -1--,--�1--l",-"-,,-,�,---, ,.",",.,- -1-1--l-, "_ _,__,_____,_...... I Ti ­,_­,­­,­, t � i � r_ �-__­-,­-1-11- 1­__1_11­____1­­ ­1_1 ......i ,�--�""�,�1-1------,.-----�---,�l---,-.---------,, [ l-,�",���,.,-.,."."�---,,-"--,""��-----,--��--------------�.......____..._ - OF DISTRIBUTION LATERAL , � , .S? 0 i (BASED ON 220 PARKING PERMITS AND TAGS ISSUED @ 2� � I - _1 , ,­,­---­-­-, 1-1-1 11-1__­_'_­_1­1_­_,__`,_,___---,-""-,--",-,--,",-"-,--""-,-""-,-"""-',_­­,_____,_,­ i � I �� t i i Cn Co I � ��1-1--�11-1----,,.----"--,---.11.1�l.-.-,,�"-�"--..,.,-",--.---""�-�.I.l-.--,�,�,�-�,�,-L,. � � i ORDINARY BORROW .0 � . ­­­­1-____­___11_11­1_­-,-------",L......­­­­'__'_­,_,_­.......--,------L... .11­.-­____­­ -1-1-1-1...I--11,1111-111--11 I � �---I,�--,-.,--_--�-�,-'..---I--.I'-L�---� ­­­­­_1­__J­ 11.1 a -1--­­­­1 PEOPLE PER CAR)� � - ; � E a)� L___--------_--.,�-"�.----�-�--,-,�-���.,-�---�-��,-,--"�-�"--�-,-",�---__________---�,-,---,",-"'--�-----�'--'-----'�,�-�-'�-'-"--'',-L,-�'�-"�-,-��"-,-�-L-,,,�4-- ........�-----,--'-'--�-------"-----'-�,--L,-- ) PERFORATION DIAMETER, Dp = 0.125�IN. 9 COMPACTED GRANULA .0 _4 ��,��-11-11,�1-1-��-�-,-.�,�-�-11��.�l.-I-11-11-1��,,�l.-I.,--.,.,,�.�-.-Ill-�,�-11�'ll-�-I.-�...,-�-11-1�--l-l"..,-.,�1.1111-.-,�"--."-�--,�------­11�-­,,­­­­11­�,L'',_­­'_­­­"­," � a , ......_,_-_'­­­­-'­­`.......­1 � S � .0 : DESIGN FLOW i 2,200 i GPD I � ! , � - . (n (D � � . � 7E ! F,-��-------------------.----�----,-�--------­­--1--­----.-.-__-____-------__­­­-__.1.________1_______-1__..------L--l---1-­___-1__11--__� I DISTAL IN-LINE PRESSURE, Hd= FT (2.5 FT MIN.) ­� .T M i : 7 1; t'---�,--"---�----'--.---,-,-L-'-�-�'--- 't�.����,-�,--,--.---, ,-------,-------,,-,-- I - = �. � � I 0 : I � , I )���Att t �L:k-=--­--�dd i � 0 w (A :i I I i -1 N 6)E � 1_____._____------,-",��--"-�,.�--��,�-''-,�"-,��--,�,-�,,��''--�,-,-"--,�--�-"--",,�.1-.-I.-I-11,11��l.-I'll'',--.�.- ,--,-",�.-.��.�-'',",.,",�.�--l"-",-��.� I TREATMENT VARIES 4' MIN. STAKE � i __- il--.,�---�--,.--""-,--�--l'�.-�-1-1--l',-I�ll-�1--LI�-'�-1-�'-�-�"'-1"�-'�-�"-�-L'-�-��l.-I.11-1,���'IL.-'-�-"------'---,----�--l'-,� --�-111-.,�-.1-�-11--l'-��l.-I--.-�,�-.�-,�,-���! 0 i f_­,__,_­­_,_­,_­___­ � � . -�,," , i� I ,___­*� M w : SEPTIC TAW, � J i I I � PROVIDE TEMPORARY , PERFORATION SPACINGS = �FT. I � ­­­-1-1-1-111__111 I 1-1-1--1111",­_ ­­_­­­_-_­-,_­I---1-11-11.1__,____,_­-­1_­­__'--­__­'--,---,--------"­­___,��,_______,______.,,-_____ , � - � , -3-_:�­ . _,_,_,,---------------------"-,-........­,_,_­__L_"__"-�,-L,-L"-.-�-,-.--I-.--.-"-�----��l-.--�---�,,��-----,-Ig-�--,-��, � � �­-------- 4 i � & i � SEPTIC TANK(200% DESIGN FLOW):� 4,400 F GAL. I I �------�------------�,------.--,-L,--"-"---,�,,�----_­­__­­ , ; � - ! i I 0. a- a- i , �­­..............--­­­­­-­---'--­---"--'�-LL'-'""-�-'--"-------'-",-'--'--L"-�.......­--------1------l-11---',�"-'---l'-"---�-'�IL'�l-l'-'---�-------'�'��-'�'-�,� ��tl.,---,-.�'ll-�-----�-�.-I�,���,-",L"-",�-,-�.-"," � , � qfl_-71�--�7 I � 'GA� �, L. � �_­_­_­­-------�--�--,-.-,�-�-----L,-------","-'��"L"�_-�,L--��-��-,-,�"--"-"-,--,-'-"'-- �",,,.......L...���--- --,--�.-.-,--,.--,.,�-.1.......­­­­------T.,�-�,---'-----'-'-�-�'-"�------I ��_�,,Q:� 4 J, _!�_-_-_ � __­11_1-_1__1_1__-1-1-11-1-11-I,,--,'-,--,,11 1__­­_­______­­�----,-.,-1-1-1-I—­­­"­_­-,_Y�-_,�'_­­,_­__'_­,_­­­­ & i i I -/ "/ '. I 1 , er - , z: = L -........­­­­'___­_­­,_ - -,---,I..............................""T . ­­� Y , '----F I" ,--,I,,- >1 SEPTIC TANK(100% DESIGN FLOW):� �dd 1-.1--l'­ 'LA TER4 LS � i-1--"L"-�l-"'�'ll"I'�'I'l�-l'--'�.......­­­­­­­ - -, / FLEXIBLE TUBING. ,_1`_ ,_ �-­­­­------- �--l-�.----------�.1--,----�--�-,---,----...,-�--l��1-1-1--l�1-1-1-__1-_1_1_____111__111__-1-11, 2 � . / AT END OF TEST w w M ) � TOTAL TANK CAPACITY � 6,600�GAL. � @ i� I i I � � 1, , / W. co ' � � I I � � \ / - ­-1--l-I � � I,\, "k \ ,,,, \ \ / / I/ �______-1___1______1111_111_1_____ _1__­1_­_11___1_­1_I—--I-.-,--_-_________­___1__­_­_­.1 1­_­1_1­_­_------_­_f__­__.,__,_ � I 11 :_ -a-ZL-- - . : "" _­­ """"--,-",-"�-,�----,�--"--,,-,--�,� IN, \/ � � ­­­ . . ,� � VARIES� L i - ", REPLACE WITH WATER C �.1 . :.. .. / , : USE 7,000 GALLON SEPTIC TANK I i"_­___--"-,-'---,-,L.............I---I--,"-*,-_1__1_1____­'__­",-"-"",-",-,-,--"-"-""-'----'--,--'�'-Ld -1-1-1 Y.�' � i VARIES 4 ... k .. .* .� './ -'/ "I 0 r- , � � �FT. : . 11-----,--,---�-.----.�---��--lI.�l..---,--�l-.-�----------------�-�----,�.-��--.--,---,�.�-,�-�",-- _ J LATERAL SPACING, Ls =' i I I ,-----'-'--- ,--"L-� � � I � i I b Q ; 7 �l " ---""�L�---"---"-,---J I � 1.25 � � 4 .4. . ...1� **, . . TIGHT CAP. S? I I i � I � LATERAL DIAMETER, =�� �IN. I � , .. -..\ �* � 41 811. .. ... ., :. .. Cn ca i -­I— ,­­­­­­­"'-'----....I-I........11 I-,-----I'-,-- -1---I'-,-,--1 11-_­___1_1 I�,-____�.____----�-__---­-r,-1-----I__,----l- ---_­-1-1-1 1_1,----___1-----_---. 11- 1_11-.-___1__-_ ._______11--..I-,--------I----,-,-.-I-----____-� ,___ .�111-1--- I-I I-I............­­­.......-­­­'­­I I�11.-.11--I-I-I.-.-1--1-1 I - .. \' . � �Cll k C � � I I .. .. . : - N & I C\1 " i � � I � PUMP CHAMBER CAPACITY� � i � LENGTH OF LATERALS, L =� 45�FT. z I . . .�, * . . .. .., .. .. 5; � I . . . . I I � i 6 4 1 %. i4 - - I i�1-11-----,---,-�1-1--l-----,-,-----,--l---,--,----.-,----.-------,--,---,,-----,.--,-----.------------.-----�-"-,-�,--.;-,�-"--,-"--",��-,-"-,--.�-""--,---,"�-",�",�...­­­­------­­-, 0 ­1111.11111....�-�,�.,�'-L�,,�---",-"",-L-.-""---.,,---,--,�-,-L-L------�"V'��''----"--��'�-"'-"�-'--"""'-t t I � . .�. . , / DISTRIBUTION L . - a) I � . . . . , ,­­.........­­_­­__­­_­_­......­H��Wjj:CiAM 6� � I � MN. . . . . , �; ! I -GAL. I �/,,Y- /'W/ . I - I i � � I i 'C6&�ibit _' =� 140, L .K, </,�<�, � . � . / �� I t DOSE VOLUME � 661 � I 3 � 'A\ " I . . .. . . , '��---,- �-"L�--.-"---"�,-----,�L-,"-�,�-�----,,L,-,�---------",--,-"""-L'----�.'­_,_-'_­­­_­­­­ I L"', ­­ /N I , . < . �- . � : . . . I 1 4) __­___L___.­______­____­__'­_' ,_�____________..._­ ­____­­­�-­­ ------*It 1\�/, '/"',\ 4 ' . . .. . . . I LATERAL 11� �� ' i � , M­­­­'­7 T----­--­-­----"-----.---� i-"--�,--------"----,----,-------,�--�----­­- "-----­­--­--- � lx� 11 . I. '1�1\ � � . - \ / � , . 4 . . I EMERGENCY STORAGE PROVIDED ,GAL. I // . .. �" . LA . � ! � NUMBER OF LATERALS, Ln -i 20� � .� _�.. ---------L------,-L_"-----"",L,-------,,--'-L,---,--,-,",L""---,--"""-",-"-,--,-",,--,_-",-", S ..: ", /", 1 7 --,----L--�-,-,I,-,---",��,--,----�,�"--�......­­�­­_­__­­­_­­...........­_­',_­L-"-"I i -.........--l-,L__ ---- -,­ , �\�\x�,��\/� I-"-_7_1. . ,... . N � 1 _­­­__­_-_--_­_­-_'----"' _7 . � I _______,__­___,_,______,__,_____­____,_­_,____,__,_,­,_ ------11 , , , - , 4� I , I / L SUMP VOLUME 'I 180�GAL. � i /,>�,�"\ --,\ .. . . I� .- \,/\ \,/ /_1 I � STORAGE ,6 I5 �� � � � . /'�/ . I . , " " 0 GAL. I 1 � ----,----�--,-�"------�ll,",-�-�--,--�.-I-I -1-1 ,- I ( I . r � � . ... ,_\�,� il-1111--1--l-1111-1 . . . :. -- ALARM i 6i . � i � � \\�X",�\/,K� . * . - . . Z �!FORCE MAIN MANIFOLD i % 1:,//',/ \ .. . . .- * ,, A , , , . � . ,/ /,�'/, -11,----,----,-,--",-,-",-,-,-""""--,-----"-"-''-,- , -- __ _­11.1-1-1 11-1 ­­.......-.�",.,-.,-�-,�"-,-",�,-�,�-,�-�--"', /��// " � I . . . . . 1��// 11 _J I I'----,­­__,_,_­,___,_­­ . ,� "I", :* i ­_1____1 ­­­-1-1-11,11,-I,---"I-,-----'1­11", � I .A � 4 � .. . . , i BA CKDRAIN VOLUME� 121 �GAL. t � "I'll_� � . . . .. � �\� / VARIES I - -0 0. ! ------- .1111J ­� _,� - ,/\ . . - / I I 7 11 . � 4. . . . . . . N"' , I i j -I < . 4 , 1. . .. I � � . .�� . .. ,\�',\, ' - I a) U_ : : � -__1_____1­11-11-1­41-1­­­-_i­,_,_._­,­.-,­__._­1_-­i \,\,\ . .� i I'd ­­­--­_--l-I--------­__­­­­ L ",�, '\' -.1 ... .. , /,Y i I-1__-_­_­_1 11-_11_____­­,­­-,I.1-1___­`­­1­11� I / \ . . � . . . . . - � ; \ . . . . . .: `//� I . 0 : . I � , � � ,._,:� / 0, . . \ ,,,�? I i � VOLUME REQUIRED � 3,700��GAL. FORCE MAIN DIAMETER, Dfm = ! 411N. i K - * . . . -,�--,�-�-,�-�,---i � � < . .. . .. ,. . I'\,q, 1� ,, Q � � .."­­­-___-.11-11-1-1 1_1_­_,._,�-",-L,-�-�-,�-.L-",�.�-�,�,-,__...,,,._,__ _________,_.,__,__,,,._,,.--,_,.,-�-.�-,,,---�-.L 11 I------11.1--­,,,---1--,"- ,\' . 4 � . .. . . 1. I . . , � � i IF-________ � -�, , . 4 i 1---­­----­­­---­ , .� ........-�___ _____,_______� TRACER TAPE \:% I ; USE 4,500 GALLON PUMP CHAMBER� � ! I i � � , , . 4 � . �I : 1\1 �, L ; I I .. , � 1� . �V/ I I . LLL I � ----___________1­_,_, � ­-, 11-1-111- \1 �/,/\\\!��, . . . � I . .�. � i z -1 . . ,z , ______----1111--1--l-1-____1 _�-.,_-._--,--",�--L,_".-�,�"-",-"---.-"--,-,�-",------ '� . 7 . ; . . . . � , � LENGTH OF FORCE MAIN, Lfm =j 39�FT i . . . .� * N 1/1�<1 . i I ­­_' ,< . 0 . � . NOTE: ALL CONNECTIONS TO BE WATER-TIGHT L I I ! \ 4 . . . . .� . .. .. . . -�� I � MANIFOLD DIAMETER, Dm =� 4�IN. � ��,\ . . . . � . I /1\ I i � �-11-1-1�-,�---..�-1-1-�l--"--,�--",-��,-----,�,�-,�-,---""��-��-�----,�� "-"--'-""'­'­­-`­­-_--f � . :* � � J­ i � ....�, I 1. . .,. I F""',­,_­-7- ­­"""'-,--_­___­­_­_-­_,"­_------- ----I- _;�;1_1_111-_111-11-1-1--_1111-1--1 1­1--.1 � \6 , 'Z . � *. * : .. .. ... . . .. I � I '�l"--,---,--,-"-",-----,-,---,- � \ \ I . . 4 I L � � I MANIFOLD LENGTH, Lm =' 57J-1. i . . : � . LEACHING SYSTEM DESIGN CRITERIA ! , I � . .. . � ---�----------�---.---�,--.---�,------,--,----�-,I------�-1--�---'--L'--------�,--,---,-,--,-,--,-,---,-,.--"---F"-�-�-�-.",.......(,-,,--,-,-"11-,11--11--11,---LIL 1, / � - - - . .. . �.: a to I, -�--�,---�,,,.,-,,-�.-----,----,,-----,--�--�-�,�,�---,-��---,�...�.--,-.--.-,----�--,--�-�,�,,��---�,--�-�-"T--,-"�-----.�,-,----,-�---.,� i � , . .� . . , , 1� - .. .�.-�. . .. . - /I I M , �% y : � i � VARIES " \ . .. - . I PRESSURE DISTRIBUT ON i � i � � � I , I 'S Co M I I � '�"-'-"'L�---"'-L�"-'----"�-"'----,-,.---,--"--.�.------,,---,--.-,--,-"",--.�,----�,--",-,---��---�"-.-,,,-"".-----.,�,-,."__�_,�_,,___�,_,,-_-,�".,-_,--�,---,�L---�"---",, I ,Z 11 . __, i � , ­\ : 1\ . I I ,\'/\,, �! i � I �DISCHARGE RATES � � � � , \ � SOIL ABSORPTION SYSTEM � � I , ,\//- � ­_­�.......­1­1____­�.___­_,­­__,_­_____ 11 1, �� , ",--,-"",""--"----"-",---,""",,-"----"---"--,---"-------"--,-----"-,---",-"",,--"-",---- , f x CLEAR WATER TEST SETUP DETAIL I- a � ,�-�l-l��-,---",-.�-�-�-,��l--..---I------�-L.-_-L--�,-,L""'�--�L'��-'�'-'�-----'-�"I.--l-LI"�,-.L".-,-,-��.��-��L-,-----,�'�-��."-L--------'�-,-----���,��-,---,; .."�-�---,.�,-���,�-�,�----�,�1-1--�-1-�-li � 0 12 1 1 1 3 1 � I 0 ! : � i i � i I � � � 1 � �/0�x//� NOT TO SCALE I � i � :_­_­­"_,__­_­..........._L__­­__­......­­..........­ ­.__,_____�.,,--"�--"�--L-,�--_-�,-----�---��.--,---.---,----,�----"-�,------�--L....�-�'-,-�,"--i�'-'-,-�-�"-L,-"--L-,-L�,,�-�---------�,_,,-",--L�,�,��_-,"---,�L."�,�.,�-.11-1-11��� 19" .1 1��1 \\711,�,,�(1614 00 �1­_­__1___­__1­­1-�-�-�--l'-�...,-�1-1.--,.--�---I---­­­-­---- 1--�---.,-�----�l--.-�-�l-------,-�,---,� � � � I "'s�/ i I I � I� 0.42 j GPM � / x N LEACHING SYSTEM TEm usi�b.'].. .......---'--'""-----,�'-""'--,-----"",--""-"--"-'�,%'---�,'�I � PERFORATION RATE, q = 11.79x(Dp)2x(Hd)112=i � � ­­­­­­­___­.­_,­,_,__­.__­­­­­-11-1-1--1-I.-- .--"--"�-L-,----",�-�--,�,L"-"-,-,L'-�---------.--�,�,-,�-"-,---�-�,--�L-'---,-,---'--L"---.-�-",-, L,-,,-,,�-"-,�",-",-,-L",,-,.".�� I M i ­­ ­­_­­­L,--,-,-,,L------��,��_'__L-_'-_­_­___,_,_­_­_­­"I-.,--" � 1 , "I'll I/ , r *. � ! LATERAL DISCHARGE RATE, Q1, q x N=� 4.20-GPM � , , , � C I I � � �-�"---,-�-�,-�.�",-,�:-,��,--,-�"-� X " I'll 1 51 1 � DESIGN PERCOLATION RATE:� �MINAN. � �'I",----,--��-,-,�---,-"-,--�-�.......-,-,""--"��,"-""-,-�"",L�-,-'-,--,"��ll,"-"",-�1.1-�-�,�,,,�-,--,�-�-�-,---,-,-"��,.�-�........._­­­­­,......_­_­____4________---__� 01) E Im I I � , ......... --,--­". 11-1-11--.111 1-1,1_1_1____1____.1_1--1_1 ,j , � E 0 y CLASS�_t.............---,L--------- _',_­-------­­­­­___­___­------ /,Y%�/"�N,?/21<1 , ' 'a � . -1-1-111- i­ _ \� \ �< M fn � i I ILI_____-__­_­1 � N :: r. 4 C.) i i ­-­­ , . SYSTEM DISCHARGE RATE, Q, Q/x Ln =i 84�GPM i � �, '/ SOILI- � ,�................�-,,�,�.--.,---.���,-�---.-,.,-,-�.--�.-�,,,--�,,�-�-L"-"-�,,-��"--",-�"-"""'-,"', ...­'­-­--­-­­ ,��--l'�-.1-1��,�,---,-,,-,�-.�,� 11__� - !-1-1--,-----,��-,�--l'.-.----.,--,-."-,"._111-1-1"I-.111-1_­1-1-1--­­­­­­-1-111-11­11--l-­1_._J____,_____,_,__.,__._­-.11-1 I-,-.­_­1__1____.,_,--- 9 � ;r, , 1�1 11�, >/ - 0 Q Cz 0 c ± ; ­11-1.1-1 I � � � � � ` � I /I 1� \ ,�/' ! _­_11_1- �-11,�---,-�l.-II-1-1----.----------�--,-i-L------__­__.,____­­__­" ,/\\� , / to U 0 ­3 - 1 N - co I I - � I I \�, \ - g I ­­...­­­ _--­_L_'­­­­�­_­-­­_­­­_­­-,­_____-I--,.,,­1­I­­_1­__-__­_­,__­­­­­­.�-11 11 1-11'-1-­111­1­--­.4--l'1-14-1-­­­1-­-­---I'�.11 L...1, I � '- '� \,,/,�\ . I PIPE /I , �\� ,"_�COMPACTED GRAVEL� 0.74�GPD/S.F. � �­­­-----­­­­...........�.-,-,-,--,�--�-'-"--�-'L--,""L"L"",�,-,-�"-.�--,��,-,-�......L-"�'',-",,-,�,--"L,--,�--_--,-.,-L--��,�".-'-L- - I i ­­­ L ONG TERM A CCEP TA NCE RA TE(L TA R):� � ;DOSING CALCULATIONS TIONS � ! f DIAMETER , � I , , " ,", ;�: t .W ; , I � � ��>�/,�\'��; ,\��/ . . 0 R 0 j-'L--'--'---............-"'--'-'-----I--l�l-L-------l-1-----­­­1-1 ---------.-,�------------�----�--------..",--�.-,--,-�',� ,� . �,­­---------­ TOTAL AREA REQUIRED:1 2,973�S.F. � -----",-"--,-"'"',--,�,---,�--,.,-, I ,�//</� r - .�. I I I � 9 � a \ \\, � \ /��� . .- . ,\ `� Q Q � ; � t 9 I � I UJ � - i I � � i �___-­­-.----­.--­-_­�--,---------.---,----,----.---,---------�----I---.--�.-----,'---�------­--l-11-1­­­-'--­__­­_1­..... ­__,____­­_L,13--1­­1­-1­--"---.-'--,-1-J I, X�/"X /;, �/, I ......_­­­­____._­__'__'---'--�---�--.-'-'-'�LL-""-'�---,--�--'�",�-"-","-,L-.-"�.......__­-------�­�­­­­­� ­­�­,--- . I I 11 "/ ,,\, %"��/ >%4) 4) -T, Z Q to !"-"--,,._­­­__­.­_____L_­­ ,� _,_______11-1 i I I I /.'y i , � � ,\/',�,,�\/,<\ --I �,I � TOTAL AREA PROPOSED.� � : I PIPING SYSTEM VOLUME, Vs =�____ 1�,i GAL. � � K 1\ /, : I ­­-------­­___­­_" _�� �",-----"-,--Ill--,-,---,-�.1-1--l'-�-1-�.�,.,-�[ " ,�\, �I N \ ,\, , / ,� �-­...�................­__,___­___ .1�---,-.--,,-",,--�",---�-11-�-�----.--,-�-,--------------. 11 i � \ , I, , / + cc &� ,2 coV? 1- _______­____­_­­-----,------,--.----­______­__"�-"�,�--,----�-,-----"--,�,�..-��,�--",-�-.-"--��,---,-��,�-1.�.11.1--� � DOSE VOLUME, (5. ; 609�GAL. 7 � ,�I , ," . Ox VS) =' � I i " . /,�>/ I I ', 1K r. 0 Q � ____ T I �/�/ / ") V) � � � i I I'll, � LL I/ _FA `2 � �_­-1--�---,-,--�",-"�,-,..,-..-..,-,-�l----.,-�-,..-"--,-.-�.11-11�.-.--l-�--,�--�.---.�-I"..-,-�.."-,--"-�--l'. __1_1_____1­__­_____i I \1 - - % . .0 � CV) Cn CY) i _­......�,­.......­­_­___­­__'­_­------�� ,�� . - ! �­.......--�--�-�,--�..-,------.-.-�-�,.��-11�-,-------".-�----�-�.,�--�-.11�.,-�--��---..-�---.,�-�----��-��.-.---.-�----��--', -, - -Y'=� ; � "'N . I " \ I I L M Go Q i -_,_­­,____­_­­,_,_­­---1 1 6A 1 550�GAL. i \ I I \ I � 7 � DOSE VOLUME 2200 GPD14 DOSES/DAY --,�-,-,.,�,-,--�-�-��"-,-�-",�"-,- ,\ � I- .11, I k I'll "I , �,�------------,.-------,---,�--.--�-�L -1--,--�--l�--.----�l-..--,------.-----.---.----,--��.�1--l--,�--�----,--,-------�.--��,�.-,-�,--.,.�,-,-�-��-"-- � � �,­­-"' I , � , 'N11 ✓I - _ ' 07 3/4" - 120 I C-L cm 06 06 -"-----'---�",�---�-�-"L-----,-', �, 0 Z I � � i I � 2 : I /.1 , \ CAST ALUMINUM TOt, Q 0 CU i TOTAL ALLOWABLE FLOW-1 2220 �GPD ­­1111-11­­­­�­-,__­­_­1­.._.1_­11­1 I '_­_­__­___-­__­­__­__­_­-­',_­---"---"-,�,�-��,,��,,�,--,�,�,,--"---I-,---,--",--,�--�-1-1�l-"L----,�-�"-"--"-�-j 6" (M I N) -J �/ - � = (1) 0) (0 W� t i � 3 ) 11 \ \1 � I I 2 � �.____­­­_­'___-__­__­­-,-,------'-'------'-,----'---------L'------I____11_1-­-1-111111- 1­1 ­­­_11_____1__­_­­_11_'_,_­,_,__­'_,­J­_­­'"--���'-,�,--'--�-"'-'L'-'-""��.111,�.,�l,",'..­11 �, ,�,, , \ � , � , //1� , / \ /t--- -------­­­_­­--------- __._ __,__------------,---,�...­­­­­.....­­_­_J­­­ , __`��� I � 11.11,�.-�-�-�--l�"-ll-----�---,.---�--�'Ll'-�.-"�-I'l,'�'��--��.�-L�l"�-��L-1�---11-,1-1-11-�-"-I�� )­-1- N / 11 F,-,-"-,............-""--,--"-L'--11-----"-'-"--l-'-I-"I-,11-1---"1-11-ILI-I-lIL,-Illl-'-Il-1-111-11--"- �, � I 5 USE:� 671 i GALLON DOSE VOLUME � �1/\\</�//`\`\1 L� N, :i NOTE: i � AREA: 50L x 6OW-� k6b i S.F. � l�.......___'___-,��--��--------�-,�-,---�----.-.11-"----,-,--,,-,-,�--'--.--'�-,�",�"L­­­-­­­­-"­­­­­­­ ___-A......-.........­­" I ­� -0 ___ � ; I 1, - I SEE INSTALLATION INSTRUCTIONS �/ , � �"�",�'�-",-"-"���L­,-­­'­­ .111_11.1-11-1-1-_­4 - - � ; ;HEAD � � � � 11 I i � i I ­­­­-----------___­1­_____._1_1­__­­------�.......­­­­­.........---,--,-,---,--'-L",--"-,--'--'--"--'-'--"i-�-------__.... �,L'-"��-"--,-,-"--L,-�-,--",-,-,j r FOR MORE INFORMATION. � ­111 i i-'--'--"L-'---"L-,---,-"""�,-",�� 18" (TYP) 1 - UNDISTURBED OR ! � �_Iq I � I i NOTES: � i COMPACTED SUBGRAbE C� -_11-11---,-.--,-".I-,-­­­­---�''-.-"----,-,---,---,,--,-,-"-"--,-,"",,--"""----,-,----"-,-"L---"',",----'-------- j �­­­­­­­­----------�----'-",_--_--,---�------L-,--,�--.-�,-",�---I------l-1---�1--.�--'L�---�-�-�ll-�-�1--l-l"-",L-d- ---"-,-,--,-7,--,-,L-,,-"","-","--"--- I I k f .*#: ; : ! BUOYANCY CALCULATIONS � i FRICTION LOSS IN FORCE MAIN, fl='� . I I , - ­­__­_1 1-1---"�---,-,---"-".�-.-,�---,-.�--.---�-.-,�L.--,�,--,-,�"-7----"-,�L.--'-��-.�"-"-"- -I -l'-"--"�'L'---'--"-- j i ..�. FRICTION LOSS IN MANIFOLD, fl= 0.3��FT . � 1. BACKFILL PLACED IN UTILITY TRENCHES INCLUDING DISTURBED AREAS SURROUNDING " ' : ----,-�-�----�,-"--------,--"-��----""�.��-----L-.,-�"----� �,".--���----�,-.--,-",�.�-L-,--��,--,�---�",-----.--�,------�.----�-.---"---,�-L------.-----.--,------,-�----,-�L -------------L_­,_________J......L_.___­___._,_­ i ­­­­ 1--l-I----­-.11-1-1-, 3: 1 1 A t A I � i KEYED LOC I i : 8000 GALLON SEPTIC TANK I FRICTION LOSS IN FITTINGS AND VALVES, 0.4 i:FT. , 0 "D i I � , UTILITY TRENCHES SHALL BE PLACED AND COMPACTED IN 12" (MAX.) VERTICAL -4 (/�f ------ -_-,-,L-" 1-1'-11--11111-11-1'-1111-1-LI'll-'I--------,-'-'',---,�",�"-'-L�,--"--,-,-,--�'j L__............�--�,�,-,,--,,,-��-,�"",-�""---�......------L-�'-���'--,--,--.,--,.--�---,-,.-�-11--�-1--l-l-----.-,.-.-,-------�-.1� -,-�-".-�,---,�.-�1-1----�,-,-,�--,---,-,-�-------__11.1111-1-11--­1 � i I i � � i (1� f TANK VOLUME, CU. FT � 1,687 � t NETWORK LOSSES, nI= 6.6�FT. I LIFTS. 6_4 i 06 _,__ I � ­1---"I---,-""�.--.�,-,L-�.-"�--L-,---,-,�,�--�"-"-,,-�,�,-�",,"--"�"-�,,,�-�,,�,-"�-�""-,-"�-",�"L--"-�..�",.---,,-!-- ; ­­­­L---------�.��"-,-".�-,�.,�""-L.",-�""-�,�........_­­­-------­ ..... ­L____­___­�tA.f, AD__­t_­_____1__ -1-1-1-11-l"'.� � LI ,-,-,-,-"","""-""",-,"",-,-, . � " : � PORTION OF TANK IN WATER HIGH GW� 51% � iH� =i 10.0�FT. � � CONCRETE FOOTING (SLOPE TO 6-4 i I � � . z i­__­­_­_._­­­__­ � I— ' ­­­­......---.- P., ­­___1_1­1_,______4 11_______1__1__-------1___________1--.-----I--,.__1_____1___1____--.---I---- ___11_________.___­_1...­______v__,_______11___­�--­­­­-,� 331v � � I ­­1 : � I DRAIN & INSTALL EXPANSION , : �AL:,�kf'Wi�ibi4:f'd)�-��ktt-O'bi§k�A-(j��6,"Ei3. I 53,165 � � i � � 1 2. TRACER TAPE FOR NON-FERROUS PIPE SHALL BE CONSTRUCTED OF A METALLIC 0 ; ­­­­­­­­� � _,______, _______._______­____......___,_,__,__,___ �q �s �� : ;,_'_­_,_­,­,­...............---"",---"""""",----L,--",-,-"-', ­­­L­­ �-'­_­_­,_­­­_"­----­­­_.­._­­­­­----------�-.,�,,-,,,,.-,.--,�-�,-,---�-,�-,-,�-�,--,-,--�,�.--,�l-l�-�..-�,-,-",-,--,-�,,��L......­1__,(.__­ I i PROTECTIVE -",-,--"-­­­_­,___,­­­­­­"----,-,"' � 7J i MATERIAL WHEN IN PAVING) �� : � SOIL COVER VOLUME, CU. FT i 170 � ; TOTAL HEAD=� 17.5�FT I i TIC LAYERS. THE METALLIC TRACER TAPE SHALL BE A i � ,'­1 41'­­­­­­­­1-1-1-1___�-1-1--_"---l-­­­­_._­­­_­­___­­_1.­1­1­--�'11-1"�'�'��"I'�'�-4-,"L-_-�,-,,,�.�""-�'� L------­­_­'_,_­­_.­1-1111,­_.�.......�---­"'�.... ........­­.­­­­1'I'll­_­_.­11-"I--------­­-1-1-14-1-1-111 ,---�'ll-I'�,-4-,-,�"-,�,-,��-"�,�'ll,�,�",-""""�,- L......­­­­-......­'­­­­­­'11 PLASTIC SLEEVE ___�, 6_� I I � I n � � � . MINIMUM 5mm THICK AND MUST BE LOCATABLE AT A DEPTH OF 18 INCHES WITH 4519 ; I I WEIGHT OF SOIL COVER, LB. �� 17,850 � � � � , Q� � ! ""-�-"-,--t�"-.-"-,-,--.--�.-"�-L�--�---�-"--V�------.--.--�---.-"�--------L�L".-'-�-"-",---'-,-,--�-�-��-�-��-�,-�-�-"-,--��"�'LL"��,,� . MATCH EXISTING PAVEMENT ") � -��--.--�1--�.�-------,.--,---,�-.--�-1-�.----�,�.-I-I.-I-------�--.,�l-l��-1-1���-.,-., 1-I..��-� .��1.1--l��,,,,,---,_­­__­__­­'_­­-_1-1-1--L,-,-�-1-1��-�,�l-l�,�ll,�l-,� �-",.�I � � i 9 � 0 � � � . I ORDINARY PIPE LOCATORS. SPUN ALUMINUM � � I ��PUMP PARAMETERS � � t,.-----.--.--�-.-."�-1--,--,-,-.--�11--,--,-,-.----.-----.,--.---.---.--.l-. __1____�_____1__1___ �-,"'---'-"---"'-"--L"-'---"'---'-"--"--,---:-'---,--------L-----'-'-------I-----'"-Ill�-I'l-IL-17;1�---�,L""-,-�-�-'-�1�'-�'-----L'-"-""�-�L,-,'�-"L--.-,"-",�"-,-,�.�"L', 4 i � � L ; LB. � 71,000 1 1 � � COVER RING---,,,,. I I � I � � , - -� ---,--"--,--"-�"L'-�-1--'---L---L--L--,,_-_--,---"-,-,--L----------------I.----.11---'-----111--l�l.-11-.-L--l-l-�--dll��'���"I'�li5--.-,I--""', , % . ...., -1 �4 TANK WEI_5H�,_ _1 �� ��_ Q� IL . .­­­__­_1­­­­........ �� , � - I I i i A =i i i . 0 1 1 1 � O�GPM � /////// I 1 f FLOW, 9 I � � ////// ­1­1_11-I_-1-11-1-­­-­.­11-1-1-1---1-1-1-11.-I-�---,--,�,-��-�,---�-,�,-,�-'�-�--�"-"�L"-"�', ,__r­_­­_­­_1,, I__�-___-,-______1.._­_____­­-1-1-___­_1_1__1.___1__­.......-­­­...­­­---------�.�.-,--.-.-�...��..-,�-1--,--,�....-,�------i�-.�-�---,�--l'...---�-----,-,�---,-,�..........­­­__­­­­_­__­­__, - - A - I : _r i I � � - LX ,QL4 � ? I SEWER TRENCH DETAIL -_ . ,.. TOTAL BALLAST(TANK+ SOIL), LB. � 88,850 � I TOTAL DYNAMIC HEAD=t 18.01FT � '� . -1 1_1 -_ � � I -1 (i � � ' v_ ,,--,,�,.,,,,�,.���,��,--".,-���--,,,��.........-1­­-------L"Ir­­­."I--I'�l.-��-I..",���,�.11�-11-IL�-11-�-1--'-�-�-I'�--l��l-�-.��-Il'--IL�1-1.1"1�""'-.�.,-'�,�1--l'--","�--.,�,r'-""-'---"".'.�'�1--...�'�.1­­_­......­­­­­-, - , �_ Iz � 0 �-------L'-'--��",---�--'--�'�,"'--"-L-�'--"��"-.---"-,�,""--,�--��,_-,�"--,�,-,"���"",L�"---"-�-1'.--"'�ll.-,I'Lll�ll-�111--,','��'-�-�,'-"'--lL, ��l-Lll"-�-, -�ll.--41 Ed I I . I 1=1 I I=i� NOT SCALE . --- I � 18's � < 1____.__.__1......____ _-_--l-,_.____.1__1_._...�""L'-.--""L,",-,.��-"�-�",�--".,"�-"L",�l-,"r,".11-1-1­11.11 ", .. ; � � =1 ­ -, i ' BALLAST REQUIRED(TOTAL BALLAST-BUOYANCY FORCE)i 35,685 � __ 1 4 1 i El I i -1 I - GALVANIZED SOCKET 114z� LU ,_11­_­­_­_­­,_­ 9 I i�;_-J I ,- - I � Q� cf� ' I , � -1-1---­­­­­"._­­1­111-­­'­1111-1--1-1-11.-_­­­­­_._,__­'­_,__­_­­­',,_­­_­­"',-,­­-­­111 11 - 11 1, I � -1-1----__-___­_'_t ­1 I ___ L � � .16 co I � . E_ =3 . - -- I � � WITH SELF STORING �34 '---'---- C dotffB BALLAST REQUIRED, �Ft.­'�111­­1411"L IA-11-111 I , 1 - .i I i,_ -_ -_I , I I= i 1=1 .......- w � ; � i .-­:1 ,�� -_ i I I____ -1 � . . -� -- t � i , , , I ! 1 1 .--- 1� -1 11 I'll-1-11 � � i i NOTE NEGATIVE NUMBERS REQUIRE BALLAST I __I I 11_______I I i__9__ - "JI-L-N�A1­111.11 I - F- COVER PLATE �j _J ; � - , � / . I . I— - - T � l= f �, 'I_­,----�-,,�,-�----�---,�---�-,�.-�-1---,-,-�-�---�-.---� -- - � C __ 'I&AiLAS�f f- i5iMiit6-------�---­­ I .. " .-" .- ��-111---,.--�-1--l".�l.--,",-,-,-,--,-"-��"-.���-�-�,,-,-..�!�."--.--��,-�,,�.-.,-� 11 I I COMPACED SUBGRADE 14� �q � � 5 I I __ � � � � -1 _q : 6_� 6" STRUCTURAL , - - i � � 15000 GALLON PUMP CHAMBER - Q� i I I ) !, I I I - ! d--'-�-, ­\C11. C STEEL PIPE . TANK VOLUME, CU. FT. i 1,09 i ; � 1-1 J�------------------.,,------.-"�1--l-------,----�-.1-�--I...-1--­­ __1_1­_­____---I-,-­1_--­­­1­­­­­�-----'--'-------If - - �q � I I PORTION OF TANK IN WATER AT SEASONAL HIGH GW� 56% 1 9 PVC CAP i �__I--,-,--11-11"11111-11" (6 5/8" DIA.) 12p i U i �� �� I ( � � MIN. RADIUS 8' 4 , � � � I � EQUIVALENT WEIGHT OF WATER DISPLACED, LB. � 37,972 � � 24" N" _ COMPACTED CRUSHED Z 1--� Cr . b I 0) ; - - �------- --l�-�-�--,""--��-'-L-�--LI'I------L......­­-___L____­ 111111�-111-111111--l""IL,--l-11,11 1 3: .1--l��.1-1-----.!,--,,--,----,.-.�-1-1-1-�----.-.�11---.----,--,�-1-1--l-'-- �, I � � SOIL COVER VOLUME, CU - . 0 � � . � ,,Z� e _­­­. � _11_k�_ WALL a a I I I � El � WEIGHT OF SOIL COVER, LB. � 12,495 �J .-��_,- 0 0 '. � r . I i ❑ L1.1__.__ ....�,.---,--�"--..,-'-��-- -'-"L'-"'--'�-�-�"��------­"-" -, ���,�-.�.�,�-- " - �',,�--"'�'"-"�--L­­­­------­_­1 o ai � i aC::==:, C===== 0 01% &1% ��: Q� Q�0q i i1`1­1 I-----,^,-,-­,­­,­-­­­­­ . ...-''--- -__­_,_,_­_­__­... . , -,"--",--",--"--,---"'��"���L"�"-'-L-�-"---'��-I . I0 a I a n, d s c (3 �b �j � CU i TANK WEIGHT, LB. � 49,000 � � � 0 , 431 LAWNDALE AVE. PHONE: 0-52 J 1�; Q�� 0 0 a rl� 80 1-21 " : � f C-1 � � fn ; 1-11-1 E 1-1-1--­__1 0 0 0 KALAMAZOO,MI 49048 FAX:269-381-3455 i <' I � -,�l- .......­­­_----------L-------� L' 0 0 n ! i a) � TOTAL BALLAST(TANK+ SOIL), LB. � 61,495 � 0 0 ! ,'­­..............­­­.......­­ -----------­____­_­,­__-_"_­',_ -...L 0 0 U) Q I I'll � = -1111--l-1-111111---,'ll-II-11-11-1111-111,l---,--,-,-I...11­­ ____­___­_­­_ i--,-,-,-"-,-,----'I 0 0 0 ,4 C C I ............._­­1-1-11.11 I > "I ­­111111-111-1-111-- jY FORCE)L � C=__=__=___-3 , ==, c:=- 6" REMOVABLE ANNAPOLIS BOLLARD WITH SLEEVE DETAIL �13 CU � 0) : BALLAST REQUIRED(TOTAL BALLAST-BUOYANCY �' 23,523 i a- 0- � .- ; ....... I . F_­ NOT TO SCALE � I � I L_ 11.1��1-11-I.-II..-,�l---��-��.,��,�"-�",---",.,-.��11--I------�",-,---"�-�,�-,-��, �, ,�"-".�-�....�,-, �--,-, ��,,� --.��,---��-�,,�� � : � � � � � � � 0 1 CONCRETE BALLAST REQUIRED, CU. FT � NIA I NNAPOLIS STYLE 6" REMOVABLE BOLLARD WITH SLEEVE OR APPROVED EQUAL � �1-1-�-��.-�-111"--"�--,�-""---,.�-,�--�l"--",-,,�,�,-,---,�-1.1�----�,----,�,-----�-�-"----�--------�---�-L-�---,---��......­­11.1 � ; I 'Ak VERSA=LOK* i CC) NOTE.NEGATIVE NUMBERS REQUIRE BALLAST � : i ce) ,�.�--l-�--l-�..".�-,---,-..��.---____1__1_-__.------I'-,- _1_____________11....... NOTE: FOLLOW GEOGRID MANUFACTURER'S i ; ! i T_ BALLASTNOT REQ,UIRED,",'.-,",-.---",L,L,--,.........���L"---,-�,��.�"L-,-�,--.-.-,""�LL'--l'-----­­­_­_L___,­­.­.-___­� 1 W Retaining Wall Systems RECOMMEND MIN. � ­­---- ­ I INSTRUCTIONS FOR REINFORCEMENT PLACEMENT L 2 � C.0 (SW)770-4525 fax(651)-no RADIUS 6' @ Q.) ! CORNERS. W"H"36 Stel.Oak&1604-54510208 Solid Solutions."' 4,� Z _1 .4 BOTTOM OF WALL 't 0 .�� i 00 *_ �:: r� ,II- I I r-C CJ 11� " 1 CY) E� -- "1z �2 4 � Ir- z = 6 �2 �0= �," i I M , i�-, 6 ; . ,� K5 11 i�i � (n iNSPECTION NOTES MODULAR BLOCK WALL CURVE DETAIL PIN HOLES AND SLOTS FOR L: ­t �z% " ; CY) PIN HOLES FOR ,2 '0 t� -,d 9 - �� 8 - ! .0 3/4" SETBACK WALL VERTICAL WALLS , Q ", `., t �� -�, o : � 1. FINAL CONSTRUCTION INSPECTION OF ALL SYSTEM COMPONENTS INCLUDING INVERT - NOT TO SCALE - - CONSTRUCTION 2 F_ 2� A -5 1�n � , -- I I � '� g , a! -1 k; I � 3 ELEVATIONS ARE TO BE CONDUCTED BY THE DESIGN ENGINEER AND THE BOARD OF I (a , I I 2? => I : � a 9 a Sn! -zo� '50 �z . I 2 HEALTH OR THEIR REPRESENTATIVE PRIOR TO BACKFILLING SYSTEM. 11 SPLITTING a- �� 1 4�, � in : : D HALF UNIT � GROOVE FOR 2. IT IS THE RESPONSIBILITY OF THE CONTRACTOR(S) TO MAINTAIN UP TO DATE : : 0 � : 4-4 WINGS AND NOTES (PREFERABLY IN A, SURVEY FIELD i � - ,,,.,- SPLITTING GROOVE FOR : CL 14" i a) NOTEBOOK) INDICATING THE HORIZONTAL AND VERTICAL LOCATION OF ALL SYSTEM OC> FREESTANDING WALLS � v . � � . . i U) _� .. � COMPONENTS INSTALLED. THESE MARK UP DRAWINGS AND NOTES WILL BE UTILIZED BY THE ENGINEER FOR THE PREPARATION OF AS-BUILT PLANS. TOP OF WALL . . 4 � .:.. ... i D. ELEVATION 101.39 0 0 . C> � ; � � 0 7�- -, - -* 4 . ! - . . i I I I . 4 .. 10.. . A� � I C CAP UNIT ADHERES ) C - .. . 14 � � L_ 1 . .. I i . . � CU TO TOP UNIT I 0 0 0 0 . ! . . M - i : ... . . . . � i co W/VERSA-LOK I 11 w In%:" 3/410 J . '*A: 'A. . .. . • � I ; � � (--------) .0 . -A . ' . i : 00 BERM CONSTRUCTED OF BIT. CONC. I- .. . . ,A . . . C-) � � I CV) CONCRETE ADHESIVE ... ... . . .. � WEARING SURFACE COARSE AS SHOWN BITUMINOUS BERM . ­.. . , � , . = � � ., I 4 * � � T_ I i (.0 � .. , .. . ,I �.� %�, ,,.. , I : �� �- i��. � -�I.. ".� . . ; El I ,' . = : ❑ .. � .1 ­ 9 . '! -- . : '.* � � . � 0 1 i �, . . - I I _ LEACH FIELD 10 PINNING SLOT FOR i i I . .� MATCH EXISTING BASE SEE SITE PLAN FOR . ;1 . � . . 1. ...�.. - . �,� . . 11 I i� .. . I � . . � � 1 . 1 . , . . I. . . " " . � ­ -1. 1. .'' -.' , � :': �, . �"BREAKOUT FREESTANDING 6 , , � COURSE (95% COMPACTION) SLOPE & MATERIAL MODULAR CONCRETE - �'. . . �, . � .. - .. .� % � I .. � I .. .1 10' MIN. - '­ I 1. '. � .�. ­.- . EL. 100.59 WALLS = I' s �, 9 � AND PAVEMENT THICKNESS I � , I i -­ � I � .. I � _�e UNITS .. I .. . I . . � � � I I ".. , I 1 . I . 1, "o) ""o -4 C-4 I I . ­ ­ , � . � . I I � . 5, ,Q 6$9 J , I . .. I -0 . 1. C:, .8 � >% (MIN.) . - I . � � ., � ,, 1'4',��`��"­� ,__­��"­] I 1.� .. � , . � . . I ,_ _ _ . � 3p) . , ­� . - - - - U -0 - 12 1$ -1 PAVEMENT . . �,,-,. .� � � : , . I., ,% - I...., I�, , - � " '' � �; -1� � - - . ":­� ''L: 16" oo � - 1, . �L, _(�,' L, , � , STR,�IGHT SeLIT FACE > ,- - ,, ; .. . . ELEVATION 1 00 ± .�. :1 _,­ I­­ I . .1� � . . .. .1 1, lv " I . CE 0 >,'. . ,:, ! (MIN. . I ., . L U 2 E� -, � 1?� � I � , . - I . . ) . �., . �� I - .:. , ­4 . � 0 1 1, I , I -I .:. , I I, ... . , : � i (N , -\\--\ :3 C) = 1. ­1 � I , PINHOLE >� = R �a .. � ,I (J) �� (3,\ U) c. a 4 : I ce) : , . - . � �. � -_ . I .� ��i. I I � I � -� .� ! � � . � . � � 11 I . . . " .1 C) I . .1. . i., I I ! 'I.'-' ,. . - ' . �, .1 . . . !_ - * I .1 * . . .. Registration:I . .. .. •� I I , 11 � I� -. , . . . . • . .. .. A. . ,/� , I " 1�//;1/ I I.:. . . . - - ..V... .. .. .-. ."k , . . i , IV ! F I -6 I / � .. I ." • 1% . -- '.-.' I % - . . 69f . 1 ., . .1 , .i . �. .� :,,-!. �--. -�i-* . 77 ! .. � . 2 . . . -, . i : d) I , / , , . N\1-30 AL PVC LINER FROM 1-4 ...� , :.• . .* ! 4- \' \I/N 1\ �::­.­ A I / / � "!"..-:.,..� * . . : .. ....� : 'k, - -9 � '" . � . .� . . " ­- A* ,. , 3/4" SETBACK --� - 0 FAT PIU _; � ! C LLLL .� A Z- -, -- - : �.% * � L_ , ,, , I" .1 :. -.',..:: . I I_ EL. 100.59 TO BOTTOM ., �'.. .-4.*'A. -4 * .4. :. - * . . . 11 C3 LEE Cp � . . % , . : -,4 � -i I i-- .. .. �:. . . . .. - ­.' . . . i ! CL J I 1, , - OF WALL - .. # . , . . . . . . .'4�111 CML i UNDISTURBED OR COMPACTED --I ! 1­1 I . . I ___ No.4U24 : ­ I __ VERSA-TUFF PIN U % SUBGRADE - I ftrm ! CONCRETE LEVELIN I& AdEm 2 PER UNIT , � C) PAD MIN. 6" THICK a , INAL I " VERa�=LOW -RECEIVING -fiti:z NOTE: VERSA=L0KSLOT � : 04 Retaining Wall Systems -D � � 1. BERM CONSTRUCTED OF BIT. CONC. WEARING SURFACE COARSE AS SHOWN <r Retaining Wall Systems 11 11 11 --31-7g!Zrf7 I CY) (800)770-4= (SW)770-4M : 0 'g1=!Y.0-w40,.'*Solid Solutions. 12$' � 1 2. PROVIDE 1" CHAMFER OF EDGE ALONG BERM FACE 6348 H"36 Steel. =T.'.!.7,7?-55=n Solid Solutions.- 634a HW36 Stel. . Project Number: i 3. CAPE COD BERM TO BE CONSTRUCTED INTEGRAL WITH TOP PAVEMENT COARSE. : � 6-138 ! a) ! i L : : 'a TYPICAL BITUMINOUS BERM DETAIL MODULAR BLOCK WALL SECTION MODULAR BLOCK DIMENSIONS : ! i � : 0 NOT TO SCALE NOT TO SCALE NOT TO SCALE Sheet Number: I E : _f_j 2 Of 2 : : I Cn I M - LS- - - - \ / 01 --i J I = I 1w_,-_1 ,"',' ,,I��I�/11�x ,I- - L<_�,_�� ! i ------ - I ! . ---,---- _________________ -I--I...��--------------------,---,-----------"-----,----- -,------ - I --- - "'----' ' -­------­­­­---'-'­ ----- -­­ ­­­�L­ -- ­­---'--'--' '­--'------­ ------------,,-----,-----"-------- ---L--- - ----'­­- -­ -­­-_­­___ ' ­­­ - - - __ I 1 - I I 11 I-- __­_ _­' I ­__ I ­ - - ----11 -__�__-­­_- ___ -------�--,------.---.--�-.-_----__-,-_-__,-_____, 11 - . 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TIONS LOAT FROM ENTERING INTO THE f .,. ., N .. CONTROL PANEL. -- - 1. TI -.�� P BANGER B4ODDGAUONTIGHTTANK-9-70P 5.38 NO NSTAtLATfONLOCA ON PER : : - LINK SEAT P,ALL TANK (N : „ 6,000 GALLON TfGHTTANK-I-INLET 3.93 '` __,� 2-2"x 2-STAKES,2-REBAR . - 2 EMBED BALES 4 TO 6INCH£S THROUGH THE S - - _ - PENETRATIONS) .,-.:,;., . ::,: .••::. .. •------.._S--� �N!$.__.5_..,_.•._;�.:: ON-MERCURY FLOATS S A7 A - SECTION j ,. ,..;. MUM 6 -'. --"- -: ..: .: ,. _ :,:, ,.y _ 3. A ES MINI f. . >, ... -� ,,..-,.., - :' •`; APACITY(6,D0Dr3ADD+6,0=15,000 GAL)NK CHR S IN _I fLAtE,MIN.3 FOOT LONG' ��'[�yy^ - DRIVEN -�.TIE 1H� ,-- T- �-z- �3 N B4OpOGALLONTIGHTTANK-I-OUTLET 3. BAL a3dN.4oP AN�(V�AIERLfVEL___�:C7 a' 4orvc TANKWATERLEVf- a+scH.aoavc ��- AND CAPACiTY(10,OGAL)CONNECTEDTO 5,000GALLONTIGHTTANK-1-BOTTOM -2 1 E SWALES. TIGHTEN JOINT PRIOR 70. .. ___ .+ 7_ TANK WATER LfVEI _V_, T AUDIO AND VISUAL ALARM{SEE SITE PLAN TO STAKINGBALES - ' - - fi,D00 GALLON TIGH7TANK-1 INLET , ----^'� to•' to- - '.'- ESTIMA7£OSEASONALHIGH_� __9__ _T I fS7lMAT DEASOALIHIGH - - 0 '.. _ .. _ _ -T -_4- - 3,OpOGALCON7IGH ANKKNET 3.6 .. GRDSIND'1NATER E 2.68. ,. #6,000 GALLONS a'1� .*3,000 GALLONS GROUNDWA_W EL.2.66_ n n o •U) n ` 5�' 200%DESIGN FLOW 1004'a DESIGN FLOW - t6 000 GAL N5 _ PIPESUPPDRTSA5 . .'. dFUTURE U P NECESSARY(TYP.) (FUTURE SEPTIC ' (FUTURE SEPTIC. 357• CHAMBER} 3,O GALLON T GHT TANK-BOTTOM -3i,27 .(D ' U TANK) . . r ® a TANK) .. �.. M'N - BALED STRAW BOUND o: . .':. .._ .. IZ COATS OF DAMPPROOFING-•! :1rM1. - ..,, ,,:.:,:. '9" t2. - r_E 6•MIN � . : WITH WIRE OR NYLON . .r. .,.. . :i -. ': . . .- ., ,' OR BITUMINOUS MATERIAL •. --. - ,,. ,-, ,` _,..�.,,.,.�. S,000 GALlONTlGHTTANK-2-TOP 4.83 - �' to j .. . . . . � a" E P TA 6,WOGALLONTIGHTTANK-2-INLET 3.40 , t ,.,:;�. a gt ' I :.;. ...-: :. .. ., . . ASE(TY .FACH NK} „ d a ,.7 .;.^ . . i r ..: ,:..:... . . ,_ 3, - . I XTENUED8 . 6,000GALLONTIGHTTANK-2.OUTLET 3.15 a ',. 0j000 GALL N TiGHT TANK-1(H-20)WITH EXTENDED BASE O00 GALLON TIGHT TANK(H-20)WITH EXTENDED BASE NorroscALE D ToscatE 6,000 GALLON TIGHT TANK-2(H-20)WITH EXTENDED BASE HAYBALE DE AIL a r - ' -. `: -. - : tL2 - 8,D00 GALLON TIGHTTANK-2-BOTTOM -2.92 - U .. ACME-SHOREY PRECAST 6.0DU GALLON TANK(52,700 LO)OR ENGINEER APPROVED EQUAL..ACMESHOREY PRECAST3,ODD GALLON TANK 135,7110 LB)OR ENGINEER APPROVED EQUAL NOT TO SCALE , NOT TO SCALE 10 - _ : :.. ..,..:.. HOREY PRECAS L f ENGI E V - .. . , . I : ' ACME-S T 6,000 GAL ON TANK 52,700 LS)OR NE R APPRQ ED EQUAL ,: NEW TYPE t-1 SIT.PAVEMENT .. .. V y ' : .: W , - ..' - PAVED ARE4�. . LANDSCAPED AREA . . . '. EARING SURFACE&BINDER LED ASPH . _ _ W 88� � .O ..� -_, . '- • . COURSE PAVEMENT 3 - G 2,. 4 . . to @ SAW KERF FILLED WITH FIBER MODIF ALT SEALER i . . ..: '(SEE PAVEMENT DETAIL) .- I4" '__ _ H' y '! Q ES .:. . . . -. . .. . SURFACE TREATMENT - ..` ; -. PAVEMENT PATCH(SEE NOTES) I# .. - , m VARIES SEE PLANS ._ F-X1S71G PAVEMENT '' - Y, - « ,aS `` : . ^ ;.,aTTz bs� f, ESOURCE MANAGEMENT NOTES, 0 % E _-w . / ..: "VARIES J .. : a_ wL � :,"r WA TEW e - a a „ 1. 7Hf CONTARATOR S A.LL PROVIDEOA MIN M5M OF 24 HOURS A©VANCE NOTICE TO THE ENGINEER AND LOAL SOARD OF HEALTH FOR ANY fNSPEC70N. _ v v \ \f : \�\. .- , 1 - � 1. PLACE',2206 LOTR:013 +N o c Ina, o - GREEN METALLI I ':: - - '•• � ' I .` I ..OWNER OF RECORD:TOWN OF BARNSTABLE d+ :- m h t1 . '\. \ :`IS. \' TRACER TAPE �. - 1I4 a, ADDRESS:997 GRAIGVILLE BEACH ROAD { ) ' I - ' . - 2- THE TIGHT TANK SHALL BE INSPECTED BY THE ENGINEER OR A LOCAL BON REPRESENTATIVE PRIOR TO BACKFILLING.AT A MINIMUM THE FOLLOWING ITEMS SHALL BE No,o k '.. . f ;-i+A f % �y\ \\ ,\ \ \;. . INSPECTED: > �+ :. \ ... _. / ./'j, ,>�,,/'�/%/, / Z THE LOCUS IS LOCATED 3N FLOOD ZONE VE(COASTAL FLOOD ZaNf W ITH VELOCITY HA7ARD(WAVE ACTION,E1.,15,0)AS SHOWN ON F.1-R.M, ?' w 5 a o o n '' / f+. : _ '•-�.f;\..\,`�\.n.�..�,/ .. THETA ... \ .- :-- \• P ''' .. . 2.2. STAR7UPION �-�����. MAP LOCUS ISLO :. .,� •:." ,.. • f\y' ,. COM ACTED BACKFILL ,` .: . . . . " 3.- THE SITE IS NOT LOCATED IN THE GP,WP OR SALTWATER ESTUARY PROTECTION DISTRICT OR WITHIN A STATE APPROVED ZONE I1. - TESTFOF TANK FLOATDAND ALARM fUNCTTON3 AND LNG z fi r0 c0 .' : I .''' ti '-• \ / EE ES .. - FINAL INSPECTION OF BACKFILLED SYSTEM, .. •t.0«•.,.`M M 6 S NOT I COMPACTED SUB-BASE 2.3 - , . VARIES :�. \'• -, . : T NOTES , -. .. ` � .. . :(SEE PAVEMENT DETAIL) ... �� og� .- - ' '.. \ -'. . � �\ SURVEY NOTES: WITHTWOTIESOFALL 0 ; C ao eb d 2 . - -.. .. . ,:..:. SAND NOTES iCATNG HORIZON? L - \e• I - .. 1, EXISTING BITUMINOUS PAVEMENT SHALL BE REMOVED TO A CLEAN STRAIGHT EDGE VIA SAW COMPONENTS IN T ALLED,TH S AS-BUI DARAWNG,SAAND N TES WILL E UTILIZED BYThEE GNEERFORTHE PREPARATIONO RECORD PLANS.. � ,p �,�,y�� c - '. - \ a,., -': - \ \\ NCUTTING.THE SAW CUT SHALL BE COMPLETED PERPENDICULAR TO THE ROADWAY/SIDEWALK. I Q 3 SYSTEM TRA 1NSTA V .. - : - '. , .f/ LL NON-WOE 2. .'PRIOR TO INSTALLING THE WEARING COURSE THE EXISTING VERTICAL PAVEMENT SURFACE SHALL . 1. THE TOPOGRAPHY AND EXISTING SITE DETAIL DEPICTED HEREON WERE-OBTAINED FROM AN INSTRUMENT SURVEY CONDUCTED ON THE : ' "'VARIES - t+ -,' I \ -FILTER FABRIC IF - COMPLETELY CLEAN. : - GROUND BY THE HORSLEY Wffi'£N GROUP,INC IN DECEMBER 2006 AND MARCH 2017. I CLEAR WATER TEST PROTOCOL GROUNDWATER IS B SWEPT , . . E 1. VERIFY THE FLOAT IS SET AT THE DESIGN ELEVATION. • a ,- '-' \ \ 3, AFTER PROPER COMPACTION(SEE PAVEMENT DETAIL)SAW CUT NEW PAVEMENT ABUTMENT 314" -. \ \/, .- - '' - ? ./ ES£t4T - 2, THIS PLAN DOES NOT SHOW ANY RECORDED OR UNWRITTEN EASEMENTS WHICH MAY EXf57.HOWEVER,THIS DOES NOT CONSTITUTE A 2. VERIFY ALL ALARM COND1710NS ARE FUNCTIONING AS DESIGNED.. \ -+ + _ \\ PR DEEP AND FILL WITH Ff6£R MODIFIED ASPHALT SEALER AS SHOWN. T NO 1 ' .. - �: :, _ `� COMPACTED PEA I . '. 3. THE TANK SHALL BE TESTED FOR WATERTIGHTNESS BY FILLING THE TANK WITH WATER AND MONITORING THE WATER LEVEL FOR A 24-HOUR PERIOD. - w(MIN.) f �✓ GRAVEL(SEE NOTES) GUARANTEE 7HA SUCH EASEMENTS EX ST / - '�/ .\ - � � _ 3.. THE ELEVATIONS DEPICTED HEREON WERE BASED ON THE NORTH AMERICAN VERTICAL DATUM OF 1988. . ....�_ - Pt�E. ' /\ i�. C ALL PROPERTY AND BOUNDARY LINESDPICTEDAREAPPROXIMATEONLY. CONTROL PANEL AND REMOTE ALARM MONITORING UNIT SPECIFICATION . � .. .. +. - .. >� -. . - . 5. t3(ISTiNG CONTOUR INTERVALS ARE EQUAL TO ONE FOOT. - - 11. H TYPICAL PAVEMENT PATCH DETAIL Z n, : : . 1�._ ?\ - ,. - T E CONTRACTOR!S RESPONSIBLE FOR SETTING UP CONTROL PANEL AND FLOAT SWITCH ELEVATIONS,AND ALL ELECTRICAL WIRING WITHIN THE TIGHT TANK. - -. .- i ` -' .2"THIC4f POLYURETHANE .. ." NOT TO SCALE „ .. ,..1� O W . .' . • _ S". N-) I \ I INSULATION WITH PVC � 1 1- ":. � 6, THE ACCURACY OF MEASURED PIPE INVERTS AND PIPE SIZES IS SUBJECT TO FIELD CONDITIONS,THE ABILITY TO MAKE VISUAL 2. THE REMOTE ALARM PANEL SHALL BE INSTALLED ON A SEPARATE CIRCUIT FROM THE CONTROL P GJ,.N 0 /` ! .. - - ANEL. �• �l•��r JACKET PLACED AROUND .. _ .`OBSERVATIONS,DiRECTACCESS TOTHE VARIOUS ELEMENTS AND OTHER CONDTIONS, - ....i•L!� l:. .: l `��/�'�j fT� /\� P E WH :. ..:: I. . . 3. THE CONTRACTOR SHALL 1NCLUOE AN ALLOWANCE FOR INSTALLEN _J .\ '�� iP ERE RE UIREO TYPE i-1 BIT.PAVEMENT,1 1t2" -� � G RIND COORDINATING TH S I . ,..- - qj " . . .. • 12" \ /j '�.f�\•� Q -. .. E ETUP OF A E O7E ALARM MONITORING SYSTE ( SSION MOD£ 1 { M ) '.. :'. . .: .:.. {A1IN.) .. - .... `CO'R EN PER MASS DOT SE TION 46fl - - 3.1RTU 0 RST YEAR MONITOR NG FEE.l)AN . .O CiNAPATfT7 SUBGRADE { ) _ _ D INCLUDE: r R M M MI L 12 NE A4 A.,J GENERAL CONSTRUCTION O .. , ,NOTES . ;' I.. , I '.. .,. ..- ..... .- - TO C S 3.2. A 110V OUTLET INSTALLED IN CLOSE PROXIMITY TO T'H£REMOTE ALARM. . ..- ..:. - TASIN H 8 NSI O C 1, ALL SITE WORK OMPLE7E 7HI PROJEC DICA1Ep ON T E DRAW GS t5 THE SOLE RESPO .BIL(TY FTHE CONTRA TOR. ., 1... GRAVITY SEWER AND FORCE MAIN SHALL BE INSULATED WHEN VERTICAL OR HORIZONTAL SOIL -` .. - :- : - ; 3.1. SETUP UNIT TO MONITOR WATER LEVEi„HIGH LEVEL ALARM AND POWER FAIL ALARM FROM CONTROL PANEL W TES. ♦� � ' ::,,.,> :, ..-COVER IS LESS THAN 4 FEET AND WHERE SHOWN ON PLANS. - . I ...• ` _: . 8 DENSE GRADE,RECLAIMED ;: . ,. 3.2. PINAt.LOCATION qF THE UNIT SHALL BE FIELD DETERMINED BYTHE OWNER AND ENGINEER = LU !. j� .-.2, TRACER TAPE FOR NQN-FERROUS PIPE SHALL BE CONSTRUCTED OF A METALLIC CORE BONDED 70 PAVEMENT BORROW,ORDENSE - 2. IMMEDIATELY CONTACT AND COORDINATE WITH THE ENGINEER AND OWNER IF AtfY DEVIATION OR ALTEI2A?ION OF THE WORK - /, .. t PROPOSED ON THESE DRAWINGS IS REQUIRED. U C� U3 PLASTIC LAYERS.THE METALLIC TRACER TAPE SHALL BE A MINIMUM 5mm THICK AND MUST SE . BLENDED CRUSHED STONE . , - 4- THE OWNER WILL PROVIDE T'HE REMOTE ALARM NOTIFICATION CONTACT PERSON FOR SETTING UP THE REMOTE ALARM UNIT. `���/' LOCATABLE ATA REPTH OF 18 INCHES WITH ORDINARY PIPE LOCATORS., CONFORMING TO MASS DOT - Q Q 3.. . . 3, UTILIZE ALL PRECAUTIONS AND MEASURES TO ENSURE THE SAFETY OF THE PUBIC,ALL PERSONNEL AND PROPERTY DURING , ., 3,. TRENCH BACKFILL: • � . .. L . - , • .:- STANDARDS SPECIFICATIONS., _ .- :. • 5. THE CONTRACTOR SALL CONDUCT A STARTUP TEST TO DEMONSTRATE THE CONTROL PANE FLOATS AD REMOTE ALARM MONITORING UNIT ARE ' j - . .CONSTRUCTION IN ACCORDANCE WITH OSHA STANDARDS,INCLUDING THE INSTALLATION OF TEMPORARY FENCING SARRIADES,` - L. FUNCTIONING AS W ."-J ..7 - BENEATH PAVEMENT:BACKFILL SHALL BE ROADBASE AND COMPACTED TO PAVEMENT FOR HIGHWAYS AND BRIDGES. : 1 1 _' DESIGNED PRIOR 70 REQUESTING A CLEAN WATER TEST.THE FINAL CLEAR WATER TEST OF ALL COMPONENTS SHALL BE WITNESSED BY THE ENGINEER A D "I� .. •. . (77" I .': : •. - _ OR FLAGMEN AS DETERMINED NECESSARY BY THE TOWN.THE CONTRACTORIS N TOR THE LOCAL - _ SUBBASE REQUIREMENTSSEE DETAIL. - . . ' . '• .� � - SAF G LNG CONES OL CE AIL AND : BOH.. -C'V `tlU7SiD£PAVEMENT:GRAVEL BORROW TYPE B 3"M{NUS COMPACTEb N AX - " I _ \/ �/\ 1. OF POLLIICE DETAIL AND FOR COORDINATING WITH THE LOCAL OR STATE POLICE DEPARTMENT FOR ALL '.. Q -. LIFTS O 5 CO P ION { ) .I M iMUM6fNCH - - ... _ \\\ r\\\�r\ \\r REQUREDBPOLICEDETAIL057 �j ,I . h-c T TO 9% M AC7 , . _ .- AP D G _J PROVE SUB RADE ':,DEWATERING NOTES 4, MAKE ALL NECESSARY CONSTRUCTION NOTIFICATIONS AND AP ..F .. . t-- 4.. ,BACKFILL PLACED IN UTILITY TRENCHES INCLUDING DISTURBED AREAS SURROUNDING UTILITY - W ` � � � _"' - ".. THE C �� •' -.` ,. ��� ' . ... :. ,.� � �� "f..YFORAND08TAN�ALLNECESSA{3YCONS7RUCTfOIF.PERMiTS,PAYALL __.•:-.. ^I � LL I- . to N HIES SHALL BE PLACED AND COMPACTED N 8 {MAX.)VERTICAL LIFTS. .. GENER4L N47ES. :- - "" .:-. ,,.... ._.; - � __ _. _ - _ - FEES INCLUDING POLICE bETA113 AND POST ALL BONDS LIE NECESSARY AS66CIA ..:, t ,-::_ ,_- .. ".._.. ..:_..-_.v__..'_,., , _ .. _ e :... Z _.- i TEb W17H THE SAME,AND COORDINATE WITH THE 1.. SUPPLY THE DEWATEW `S'FSTEMS TO: Q > ' " 6. CONTILICTOR SHALLACNIfVE 95%COMPACTION FOR THE BEDDING. ` ,1. SUB•ORADE{EXISTING MATERIAL)SHALL CONSIST OF INERT MATERIAL THAT 15 HARD,DURABLE STONE OWNER AND THE ENGINEER. - y�/ - ,_., . 6, PEA GRAVEL SHALL CONSIST OF CLEAN,HARD,ROU_ND PARTICLES OF GRAVEL MEETING THE : I AND/OR COARSE SAND,FREE FROM LOAM AND CLAY TO A DEPTH NOT LESS THAN 4-FT BELOW THE FiNISH 1, s'-, A, DEVELOP LL• -- I - FOLLOWING: - PAVEMENT SURFACE.EXCAVATE SANDY-LOAM AND/OR LOAMY-SAND TOPSOIL MATERIAL FROM ALL 5. ALL EXISTING CONDITIONS SHOWN ARE APPR MAT ND D - A SUBSTANTIALLY DRY AND STABLE SUBGRADE FOR THE PROPOSED WORK, I 10. ' _ _ OXI E A ARE BASE ON THE BEST INFORMATION AVAILABLE,PRIOR T6 THE STAR' '- B, PREVENT DAMAGE TO ADJACENT PROPERTIES,BUILDINGS,STRUCTURES,UTILITIES AND RESOURCES AREAS; !1 W . (11 SIEVE SIZE PERCENT PASSING _ � - PAVED AREAS PRIOR TO SUB-SASE INSTALLATION. C. RETAIN AL E U - l - - : CONSTRUCTION VERIFY THAT TH£ ,IF AN C IMPROVEMENTS SHOWN DN THE PLANS DO NOT CONFLICT WITH ANY KNOWN EXISTING 4R ...:0 3/8" 85.95 _ 2.. PLACE SUB-BASE IN MAXIMUM B"LIFTS(COMPACTED TO g5%)..-. • OTHER PROPOSED IMPROVEMENTS.IF ANY CbNFICTS ARE Dfa'COVERED,NOTtFY 7f1£OWNER AND THE ENGINEER PRIOR TO 1- i. � NO.4 5.16 - - I -3. COMPACT SUB-GRADE FILL TO95%COMPACTION. - I AL A RTtON 0 SITE HiCH D F D �'' I ..'': •0 I 1 ' .- . ,NO.-8 -0-2 '- ..: - 4, SEE SITE LAYOUT PLAN FOR PAVEMENT WIDTH AND LOCATION. .-' £CTE E. PREVENT LOSS OF F NES,QU!K CONDIT ON,OR SO ENING F FOU DATIO SUBGRADE:AND t,� Z INST LING NYPD FTHE WORKW WOUL BEAF U 7,. UTILITY SHALL BE INSTALLED IN ACCORDANCE WITH ALL APPLICABLE UTILITY COMPANY ' - 5,'SEE GRADING PLANS FOR PAVEMENT SLOPE AND CROSS SLOPE, . '. I I F. MAIN BILL f SI D BOTTOMS OF EXAVA710N5 AND TRENCHES. TAIN STA TY O DES AN tR 6.', THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES ANO STRUCTURES AS NDIA7ED ON THE DRAWINGS ARE BASED ON RECORDS W -: ;.STANDARDS THAT MAY BE MORE STRINGENT?HAN THIS DETAIL .. fi, SWEEP CLEAN TT1E EXISTING BINDER COURSE SURFACE PRIOR TO INSTALLING THE WEARING COURSE BY OF VARIOUS UTILITY OOMPANiES,AND WHEREVER PDSSIBL MEASUREMENTS TAKEN IN THE FfELO. tS R . ' I A EETSWEEPI P IF S DEWA7E F WILL NOT IN E UCT(ONWORKOR NGRESOUR 1 . .�, �, ,. - ,: � - DERGROUND UTILIT ES A D STRUCTURESNIN THE FIELD - ,. U STR NG MACHINE A PLY A TACK COAT PER SPEC ;CATION �.RELIED UPON AS BEING EXACT OR COMPLETE.VERIFY THE LOCATION OF ALL UN 2 --LOCATE RING ACILfTI£5 WHERE THEY TERF RE WITH CONS7R ABt1T1T CES QO PRIOR TO THE START OF CONSTRUCTION.CONTACT THE APPROPRIATE UTILITY COMPANY,ANY GOVERNING PERMITTING AUTHORITY IN t - c . � .... ,_ ;% - . .. ` - - : . I - 3. MODIFY DEWATERING EQUIPMENT AND PROCEDURES WHEN OPERATIONS THREATEN TO CAUSE DAMAGE TO NEW OR EXISTING FACILITIES OR ADJACENTAREAS O7 IN I .5 .. � � : .. - - � - - � THE LIMIT OF WORK. N WTH „w,v.s. «,.... + i. . -. THE TOWN,AND"DIGSAFE"{1-8B8-344.7233)AT LEAST THREE BUSINESS AAY9 PRIOR 70 ANY FJ(CAVATION WORK W PREVIOUSLY ' Li SEWER TRENCH DETAIL TYPICAL BITUMINOUS PAVEMENT I .`• .. ED U I IITIES AND FIELD•LOCAT'EDEUTI ITIES AND REPORT ANT'DISCR PANCIIES TTO THE ENGINEER IMMEDIATELY THEEENGINEER PSSUME 4. 'PR10R TO INSTALLATION OF TH£DEWATERING SYSTEM,PROVIE THE ENGINEER WITH A SCHEDULE QF DEWATERING PROCEDURES DEWATERING SCHEDULE AND . .� , NOT TO SALE T A - .-: NO TO SC LE ASSUMES NO RESPONSIBlLTI'Y FOR DAMAGES INCURRED AS A RESULT OF UTILITIES OMITTED,iNCOMPL£7ELY OR 1NAGCURP.7ELY : PROCEDURES ARE SUBJECT TO THE LOCAL AUTHORITY A D e• I � . .: .:. 0 �-, ." ..� ' ' . . -.I ' -� ;, � .. '' � "I I ' -� I .� SHOWN.THE CONTRACTOR MUST MAINTAIN ACCURATE RECORDS OF THE LOCATION AND ELEVATION OF ALL WORK INSTALLED AND GIN£ER S REVIEW AND APPROVAL AND CLUDE AT A MUM THE F LNG INFORMA710N. -,j, I ,:' _,' .` - ..: - : - I - . "EXISTING UTILITIES FOUND DURING CONSTRUCTION FOR THE PREPARATION OF THE AS-BUIL PLA . E N " - I I I T A. THE PROPOSED TYPES OF DEWATERING SYSTEMS;EN : -..,. , . - ,,. - - - SHALL IN MINI OLLOW ,4, - ; I 07 MATCH THE� ,, WHERE IN PAVEMENT ADD A 24"x 24 CEMENT PERFORATED HOPElPVC PIPE OR . :. . `PUMP DISCHARGE TO _ -' B, ARRANGEMENT,LOCATION AND DEPTHS OF SYSTEM COMPONENTS; j •a, , - DEWATERING SYSTEM 7, COORDINATE AND MAKE ALL CONNECTION ARRANGEMENTS WITH UTILITY COMPANIES,AS REQUIRED, -. - I N PROPOSED SURFACE '- . ' .. CONCRETE COLLAR AROUND THE ENTIRE ADJUSTABLE PRE-CAST PERFORATED PUMP CAGE . . C. -COMPLETE DESCRIPTION OF EQUIPMENT AND INSTRUMENTATION TO E USED INCLUDING INSTALLATION,OPERATION AND MAINTENANCE PROCEDURES; I J 'A ' " - :' � ' --BOX LEVEL Wt PAVEMENT BINDER COURSE: - - � SIZES OF FILTERS(IF APPLICABLE); : . EXIS INGGRADE & , THE CONTRACTOR MUST MAINTAIN ALL EXISTING UTILITIES iN WORKING ORDER"AND FREE FROM DAMAGE DURING THE ENTIRE DURATION - D. '(YPESAND : (A' - E. DESIGN CALCULATIONS DEMONSTRATING ADEQUACY OF THE PROPOSED SYSTEM AND EQUIPMENT;AND o I . - OF THE PROJECT.REPAIR ANY DAMAGE TO EXISTING UTILt1Y LINES OR STRUCITJRES INCURRED DURING CONSTRUCTION OPERATIONS F. PROVISIONS AND METHODS OF SEDIME RE 0) w U 1 MOVAL AD DISPOSAL OF WATER. - •- : 0 0 0 0 TO SUIT AT NO C057 TQ THE OWNER.THE CONTRACTOR IS RESPONSIBLE FOR ALL COST RELATED TO THE REPAIR OF UT0.171E3.EXCAVATION NT ,t] - '' CL '. NON-PAVEMENT ADD CONC, o b 0 0 0 - HINT OXIMITY UTIL E D. G. ALt PERMtTS REQUIRFJO FOR THE WORK,!F NECESSARY. - of 3.� S UST BE DONE BY.HAN v . .: ..:.._- ....,'. ,. COLLAR LEVEL W/GRADE. .. .' . . .. M •. 5. F RNt ' 2'MIN ;. � `�REQUIRED Wt7 HE PR OF FJ(iSTINO YTY LIN UNOISTURBED 0 0 0 0 0 o - . ': U SHALL MATERlALJPRODUCTS REQUIRED TO ADEQUATELY PROVIDE DEWATERING WITHOUT DAMAGE TO SURROUNDING PROPERTIES,EXISTING UTILITES,AND/OR E -o I I U) ., '- .. �. . '; ADJUSTABLE VALVE BOX - - _ ` NCHING WORK WITHIN ROADWAYS WITH THE PROPER LOCAL&STATE AGENCY.THE CONTRACTOR IS - � { :, :; ) '.. . :. ,.• _ - 0-o o RE PONSABLE FFOR ALL TRENCH SAFETY INCLUDING OC D O RESOURCE .SUBMITALL PRODUCTS AND MATERIALS TO TWE ENGINEER FOR REVIEW AND APPROVAL li'ro t0 r4 ,.� (D : WITH COVER TO GRADE MATERIAL. ANY L AL AN / R STATE PERMITS REQUIRED FOR TtiE TRENCH WORK.IFTHlS AREA M Ti c a Lo 9 -- . .'- . . ;_ .. -.. `.:. ': :- - ED TO OCC THE AGREE OPERATION TH ,TH NTRACT UST PLAN v- ». ti - : , : :. .- : - - _ . . . OF AY M EXCAV 5 7H H THE USE OF DIKES.CURB WALLS,0lTCHES, O c - /1` o :..,. •: G ! .. "..• ., _ RDI . . LIMP TH PR NS. C m .Ei v o oo,o a WORK IS REQUIR UR OUTSIDE D UPON HOURS OF FOR E FACILITY E CO OR M ,F, RAV TY SEWER , - , _ - .0 0 0 R c W .o ACCO NGLY, - . . to _ .-, \ . - ., -. ,, : ' - .10. SAWCUTALL TRENCH WORK WITHIN EXISTING PAVEMENT AS INDICATED ON THE DRAWINGS B F fi INTERCEPT AND DIVERT SURFACE WATER RUN F AW FRO ATION ROUG . .•. ;,..�:; ., 0 o - WORK AS 7. FE UMPS ARE ll ED,THE PUNT INTAKE LINE SHOULD NOT BE ALLOWED TO SETTLE TO THE BOTTOM F THE EXCAVATION OR DEWATERING SUMP, - a. .E '... .::.' :- .;.. {r.;:,. ., :. - S DUE TO INADEQUATE COMPA TON,ASH - H 4`a5 x a.u- INDICATED ON THE DRAWING AND IN THE SPECIFIATIONS. IF SETTLEMENT OCCUR - - DETERMINED BY THE ENGINEER,WITHIN THE WARRANTY PERIOD,CONTRACTOR iS REQUIRED TO REMOVE,PATCH AND REPAVE AFTER 8, PROVIDE AND MAINTAIN O m .- ' . WELL COMPACTED ,. - - D A G P S . - ONE COMPLETE 12-MONTH CYCLE, I FACE WATER SEEPAGE FROM HOLDING AREAS(TEMPORRRY SETTLING BASINS OF ADEQUATE SIZE TOCOLLECTAD PRfVENTSURFACE AND SUBSUR _ EW TERIN PUM O . ENTERING THE EXCAVATIONS.DIVERT THE WATER TO SETTLING BASINS OR OTHER APPROVED.EQUIPMENT REQUIRED TO REDUCE THE AMOUNT OF FINE PARTICLES BEFORE BACKFILL AROUND ' ' :r 5EE NOTES TO SUIT ...-. : . .- '. : - - :- - : �� : - _ . . DISCHARGE INTO DRAINAGE PIPES AND NATURAL WATER COURE$,IF A DRAIAGE SYSTEM OR WATER COURSE BECOMES BLOCKED DUE TO DEWATERING OP . N . ' VALVE BOX{95% � I : - r , - ., . - - 11. IMPORT ONLY CLEAN MATERIAL.MATERIAL FROM AN EXISTING OR FORMER 21E SITE AS DEFlNED BY THE MASSACHUSETTS 2'MIN - /_. : . . 8Y THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER ANY ENFORCEMENT ACTIONS OR FiNES RESULTING FROM IMPROPER DEW T RIiaG ' f� ..:- . .. _ :. - PROCTOR)': , `_ _- .. CONTINGENCY PLAN 310 CMR 40.0000 WILL NOT BE ACCEPTED, I DISCHARGE O ':.", `�' :.;..' ' '- ;. . GATE VALVE : :' '< - - - AND SEDIMENT TO PROTECTED AREAS ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. ',. r r 314"WASHED STONE -. : •, .. - _. . -MUST BE CLEANED COMPACTED BASE .. - '12. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO ESTABLISH AD MAINTAIN AEA CONTROL POINTS AND BENCHMARKS DURING AND/OR T I FITTINGS AS REQUIRED ,.''. - NOTES._ - 9.. ACCOMPLISH DEWATERING NtACCORDANCE WITH THE MEANS AND METHODS SUBMiTfEDAND APPRO D BY T E ENG ER . - ' . `` I .� . .. :- : .. - . CONSTRUCTION INCLUDING BENCHMARK LOCATIONS AND ELEVATIONS AT CRITICALAREAS.COORDINATE WITH T'HE ENGINEER THE: r - - - - - : _ - MU57 BE REMOVED AFTER USE.STONE AND/OR NATURAL CHANGES REQU1REb TO ACCOMMODATE PiELD CODITIONS AND,qN COMPLETION Of TH£bEWATERINVG SYSTEM NSTAtLATIONEREVISE ANDIRESUBM171T£D • c,.,,1; ,. -.-. p . ' :' .- '...' - .'.. ',. ...,. MATERI ME R F NT. LINTS HMARKS. _ REQUtRF.t)TQ 9HOW THE INSTALLED SYSTEM. INFORMATION . I N r .'':' , - . ' .. -.. : � I 2.--PUMP LOCATION TO SU T WORK.AUMP SIZfJHP TO SUIT SITE REQUIREMENTS.MULTIPLE PUMPS - ,:: - .. : ..... - -13.. SIEAI,AYOUT SURVEY REQUIRD FOR CONSTRUCTION MUST BE PROVIDED BY THE CONTRACTOR AND PERFORMED BY A - � - . W _,..; _ .., . -. ,,,. . - TO BE INSTALLED WHERE NECESSARY,•.- - A. PERFORM DEWATERING OPERATIONS TO LOWER THE GROUNDWATER LEVEL IN EX - '''' ,,-- - - - •' 3. .PUMP CHAMBER SI7.E TO BE DETERMINED AS£D N P i - I MASSACHUSETTS REGISTERED PROFESSIONAL LAND SURVEYOR.THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING WITH THE A7ONS AS UIRED. R A STA . :::.0 - .... .• -" - . ; , - :, ,:::...:. - :. : -. - - I URVEYOR FOR ALL SITE SURVEY WORK - TION OF T-HE PROPOSED WORK. , � Gf2ADE FqR THE -: > : ,.. ., - •- -. - ..� TO BE DETERMINED BY CONTRACTOR BASED ON EXIS NG GRADE. . .. - _ PROSECU , 6 , :.:, . - .-,,-, - . 4. FNA!DEPTH '- � B ATERING OPERATIONS IN A " r^ • N PRE C 14. •MAINTAIN ALL GRADE STAKES 5E Y VE ESSIVE HYDROSTATIC PRESSURE AND pAMAGE O STRUCTURES AND THE ., :`�'.'GATE-VALVE INSTALLATION DETAIL':'... . . .' 1:..:. DEWATERING SUMP DE - � _ TB THE SURVEYOR GRADE STAKES ARE TO REMAIN UNTILAFINALINSPECTIONOFTHEITEMHAS SUBGRADE. C „.O-, :'.. : -- _ - . .,. -- .BEEN COMPLETED BY THE ENGINEER.RE-STAKING OF PREVIOUSLY SURVEYED SITE FEATURES iS THE RESPONSIBILITY INCLUDING E' � � a -!� : c• NOT TO SCALE " ... ., THE C - - . . . :' NO TAIL .-.'. ..-' .. .. I : . . . T T O SCALE c ;. �.. gat . � , ,:.' - I . .,. .; . . .. .: .-... - - - D MAINTAIN AT ALL TIMES AMPLE MEANS AND DEVICES TO REMOVE . ... .. .-. :. .. _ - CO _ ST)OF ONTRACTOR.- � � � ( " � C D4 N07 ALLgW WATER TO ACCUMULATE!N EXCAVATIONS.CONTRACTOR SHALL PROVIDE AN : ER ALL WA NG ACTIONS AND TO KEEP THE UNTILTH SED WORK IS COMPLETED °' '0 ~ ,. � PROMPTLY AND TO DISPOSE OF PROP tY 1ER ENTERI EXCAV M DRY E PROPO � � w�' • ���' �15. UNLESS OTHERWISE INDICATED ONTHE DRAW WGS AND10R IN THE SPECfFiCATK)NS,ALL SITE CONSTRUCTION MATERIALS AND � �- 07 a �' ,;,...,. -... .,,, - :-. - SACHUSETTSDEPARTMENTOFTRANSPORTATON t�1 <? N m � o ' : PUMP HOSE atwlrcd - .. I .: 1 1 ., `-: NAND ORDtSPE S ARE RGE WATER TO PROTECTED ENVIRONMENTAL RESOURCES WITHOUT TRFI+TM£NTTO REMOVE SUSPENDED SOLIDS AND SEDIMENTS. - d"' Z` ._ �'. , tT ,:, :.:: --••^-',.�,, „ . ., : S A C F CATIONS(THE MASSACHUSETTSRHIGHWJAY DE AR MENT 1988 STANDARD SPECIFICATIONS FOR HIGHWAYS AND ,2 M :. fkw Rala su,feie Are= tt hAYldtityi:i . . . , . . FROM DEWATERING SUMP PIT -•-.-. , ' -' � - .. - BRIDGES,THE 2002 SUPPLEMENTAL SPECIFICATIONS AND THE ZOOS S AND - - - ¢ g m 8 . .: r= _ .. ...- . -.. ,:. ECIA PROVISIONS}. E. DO NOT OLAY PFE AND/OR MASONRY IN WATER. O T O >,w , - :,- .. Df m/ d t!s As n t @- W 1t r.. . 0 NO ALL W WATER TO INUNDATE NEW CONCRETE AD NEW BRICK MASONRY WITHIN48HOURSAFTER m.c.9 m m 2s aaws 131,86 16,za 9.14 - : " : INSTALLATION PLACE BACKFILi PROMPTLY OR IMPLEMENT OTHER APPROVED METHODS TO PREVENT THE POSSIBIL I� �: - .:- : , . -;..., - , . ,,. .. : � .-: -', . C BLE WS AND REGULATIONS REGARDING NOISE,VIBRATION, AFT O ON OF PIPE OR STRUCTURES , � 12 � 9 ai u� •r, , .. so 0.1130 26&92 22.97 u.a9 ., . . , _ _ ..DUST',ISEDIMENTATlON COIN ANMENT,AND TRENCH WORKITH _ ER INSTALLATION: - ,.-, tt c c - C' ]00 0.2125 S27.5a 32A8 i6.24 .. . . .-.- - - - - t7 O >F i6 APPI A t?, .'. .. - - .:- 15D a.33ss 79L36 39 leas : . , ":..' ....'. . INS ALL GEOTEXTILE i qa., -ci.0. _ ::- : . . .. '. :, �. 17: •COLLECT SOLID WASTES AND S70RE IN A SECURED DUMPS7fR.THE DUMPSTER MUST MEET ALL LOCAL AND STATE SOLID WASTE - GENERAL WASTEWATER NOTES )-'„ N`'t - "'�"} �� " . 2r0. aaas6 1oss.19 d3.93 2ts7 - . FILTER SAG AT END OF - - ..... �. TO BE. .•-- .- .. _ ., _ MANAGEMENT REGULATIONS. �� Regislratlonre' ,.*- •-.,.•-•._... 250 a55� l97&90 51.36 ]5.69 � : PU . .. : .. DETERMINED .. ,-. � Me ; '3.5'MIN, .' .. - .. - , .. f0 - - nss7a 15927 ss.n - •. ( _ 1. :. UNLESS OTHERWISE NOTED,ALL SYSTEM COMPONENTS AND CONSTRUCTION METHODS . BY FLOWRA7 , . .. . 350, 0.7eDs x9as.aa: so.rs 3039 . . - COMPLETE PER SPECIFICATIONS.LEAVE ALL . . E IN A CORD TE ENVIRONMENTAL CODE. `: :: -O . SEE TABLE .. 18.�. RESTORE ALL SURFACES EQUAL TO THEIR ORIGINAL OONDITION AFTER CONSTRUCTION IS ( ) - :.:. :' ;':. 400 Asm 2110,26 6a.9s 32as : _„ ON iN THEIR NATURAL STATE.TAKE CARE TO PREVENT DAMAGE TO SHRUBS,TREES,OTHER �2. ANY CHANGES To S PLA rN P . . -. -':LD ,__.. .• ,.:-,„ ... . ,: - -.::.' .. E APPROV Y THE ENGINEER AND LOCAL BOARD F HEALTH. C I �1 ass ... a•+ '; .;- aso 1.0029 zna.o9 so 3aas -. - - LANDS APING AN OR ATURAL FEATURES.WHEREAS THE PLANS DO NOT SHOW ALL LANDSCAPE FEATURES,EXISTING CONDITIONS' -� ! ,...C .: ,�... -.,::', :;... �' scD i.laa z637so 7x.6a 96ax '' � MUST Bf VERIFIED BY THE CONTRACTOR IN ADVANCE OF THE WORK. I I I - . •y_ : : _ .. •• - - :i ENDED FOR THE INSTALLATION OF A TIGHT TANK ONLY. �-•2"� 9� , :IZ : - ..12"DIA S 1 ENT .: . . "F o ELM _ :�' .-, '. ' ;L , • - 19.'• REGULARLY INSPECT THE PERIMETER OF THE PROPERTY TO CLEAN UP AND REMOVE LOOSE CONTTR C 1 N DE OR j -. ': I - '.:: LILT SOCK STAKED. `- -• ." .; U T 0 BRIS BEF E IT LEAVES 4, THE OWNERS ALL CONTRACT WITH A PUMPNG COMPANY FOR SYSTEM PUMPING. - - � „ 1N PLACE. : TIE HOSE TO WOODEN STAKES :, , ° . - - L THE SITE.PROMPTLY REMOVE ALL DEMOLITION DEBRIS FROM THE SITE TO AN APPROVED DUMP SLTE. , I � - , I . .. _ - ` " ::� SEE DETAIL � •' ' � � � ORIENT CONTAINMENT AREA SO THAT BOTTOM OF ', 5. INSPECT TH£TIGHT TANK ON A MONTHLY BASIS AND PU PAS P . ': • .. .. d ) ' M NECESSARY, 2� r - : - - THE CONTAINMENT AREA SLOPES DOWN TOWARD 20, :ALL TRUCKS LEAVING THE SfTE MUST BE COVERED. ° ' .- .. : ..-.. - F HE OSE - - - - . E WATER Y USE O O \`\v•�d3, .. T SUCTION H '6. PROVID TIGHT SEALS B F N NSHRINK GROUTATALL POINTS WHERE PIPES ENTER OR LEAVE ANY CONCRETE STRUCTURES, �"� : " O ' - TARPAULIN OR CONTINUOUS SHEET OF. : ` - '- ' - ' - -. .21. DO NOT WASH ANY CONCRETE TRUCKS ONSITE,REMOVE BY HAND ANY CEMENT OR CONCRETE DEBRIS LEFT IN THE DISTURBED AREA. -", �•. : +.. r _ .POLYETHYLENE DRAPED OVER UNDER SILT- CRO$S-SECTION._•' .. : NitEt< ' ' - - ' SOCK AND OVER UPCRADIEN7 STRAWBALE.. ' "` ', 22. BURIAL OF ANY STUMPS,SOLID DEBRIS,AND/OR STONESlBOULDERS ONSITE 15 O 1 7,' USE SCH,40 PVC PIPING WITH WATERTIGHT JOINTS UNLESS OTHERWISE NOTED ON PLAN.ALL PIPE SHALL BE PLACED ON A COMPACTED FIRM BASE. ON p ,. _ OT USE ROAR SALT OR OTHER - T 7 1 STRAWBALE SEDIM T ARRI ,: . . - .,. . ` - DE-ICING CHEMICALS ON THE ACCESS ROADWAY. - � 8: A HIGH W / EN B ER G-i•E .• . . '• ATER TABLE IS ANTICIPATED,THE CONTRACTOR SHALL PROVIDE A DEWATERING PROTOCOL PRIOR TO CON57RUC710N(SEE DEWATERING NOTES). , "O . ,-.: ,,., :.;' .1 I . . Project Number,, Ket: _ I , B . 1,',.NUMER OF.BALES MAY VARY DEPEND G O N S I O Ib - _ N TO E W O S TE C NOT NS, . :. ... PR H BITED D , 23. -AT THE END OP CONSTRUCTION,REMOVE ALL CONSTRUCTION DEBRIS AND SURPLUS MATERIALS FROM THE SITE.PERfQRM A 9. ALL SEPTIC COMPONENTS SHALL BE INSTALLED WITH MAGNETIC WARNING TAPE.- "I,'.4^ - `:-'� - DETERMINED - 2.: THE BASIN 70 BE SIZED TO PREVENT WATER FRgM OVERTOPPING THE S7f2AWBALES. -.._ -.-- , .. . THOROUGH INSPECTION OF THE WORK PERIMETER.COLLECT AND REMOVE ALL MATERIALS AND BLOWN OR WATER CARRIED DEBRIS I � 17029 • . .: BY FLOWRATE : :'. _....-, 3. INLET HOSE INTAKE TO NOT SETTLE TO THE BOTTOM OF THE EXCAVATION AND SHOULD BE BE:'' _ : . - . .`..- . -- . -'FROM THE SITE. 2 O � _ INSTALLED IN AN EXCAVATED SUMP PIT FILLED W ITH CRUSHED STONE. I .' I I - , . THE ED WITH ATS OF D M - "(SEE TABLE) _ A P PROOFING OR BiTUMIN S MATERIAL - E .,. - ,:: . y„" _ - - ` . . . L PL MBING I E TH G.TO BE INSTALLED BY OTHERS. Sheet Number, PLAN VIEW . .TYPICAL DEWATERING CONTAINMENT AREA DETAIL 10 TIGHT TANK SHALL BE APPL) 2 CO OU .. N .. , ' :, ' � � .1 - - NOT TOSCALE - , .. - ' I . ` I - - - - 12, ALL ELECTRICAL WORK SHALL BEI INSTALLED IN R ' . : :: . . .• . . . . _ .. ACC E W E LP,TE EL IAL CODE. - � . ' � - � O OANC Ttf TH 9T £CTR : � r, 2 - _- -- --- --_ -_.. _ - -- - - -- - -- ---- -- -- --------� - - " . . -- - --- -_ - . - _ TEST PIT DATA ASHPALT PARKING iNspEcToR: , .. ........ HEN R b :sbIL EVALUATOR:�D. bEs AR�is bAfE: PER C A "11592 _E CONCREI ABANDON EXISTING SEPTIC TANK AND LEACHING TP-1 PIT'; (APPROXIMATE LOCATION, CONTRACTOR RAMP C-) ......................... TO VERIFY IN FIELD) 0 FILL 1 ........... ........................ cn ASPHALT . ......... 0.3 ' 5.7 4" SCH 40 PVC 'K WOOD DEC LONG RADIUS SAW CUT AND PATCH FIL L i EXISTING PAVEMENT SWEEP ELBOW ..... ... .... 7� BASE : 0 1.3 4.7 CONTRACTOR TO VERIFY BUILDING SEWER L 0 5 ­x, C CU LUUA I ION AND INVERT PRIOR TO TIGHT TANK APPROXIMATE > INSTALLATION AND REPORT ANY v PROPERTY LINE A A DISCREPANCIES TO THE ENGINEER MEDIUM 'APPROX. INV. EL. 4.5, LOCATION NEW BITUMINOUS ki 4"SCH 40 PVC SAND 7 i I PAVEMENT bid ........................ 10 YR 7 BUILDING 2.8'DEPTH OF ESHGW EL.2.88 SERVICE U_ PERC 4 11 01 <2 MINANCH STANDING WATER X PERC RATE E L. 1.00 4A A 41 ... ...... fro' M W 7.0 4 Fl, 'G L) -1.0 POLE 44 DING WATE 28.7'................... ....... r P@5 IT I-S n 0 ........ . ..... ANSPECTOR: 4 HENDERSON :SOIL EVALUATOR:�D. DESMARAIS CONCRETE , bAtE,............................. L 0 Q U S UJ -2 PERC k: WALKWAY ...... .......................................................... v=1 000 .......... EXISTING CRAIGVILLE BEACH BUILDING 6.0 FILL 15,000 GALLON TIGHT TANK to �%Q T- N 4 ASPHALT th 0.3 5.T FILL < Cc cz CO cc REMOTE ALA?\M MONITORING UNIT � 0.4 BUILDING BASE MOUNTED TC-ZIDE 0 ZONING AND RESOURCE MANAGEMENT NOTES 1.3 4.7 C 1 PARCEL:206 LOT:013 ..................... ....... CONTROL PANEL WITH AUDIBLE OWNER OF RECORD:TOWN OF BARNSTABLE(BCH) 'ADDRESS:997 CRAIGVILLE BEACH ROAD AND VISUAL ALARM MOUNTED OVERHEAD UTILITY THE LOCUS IS LOCATED IN FLOOD ZONE VE(COASTAL FLOODZONE WITH VELOCITY HAZARD(WAVE ACTION,EL. 15.0)AS SHOWN ON F.1,R.M.MAPL TO SIDE OF BUiLDING CONNECTION 25001 C0564J. THE,SITE IS NOT LOCATED IN THE GP,WP OR SALTWATER ESTUARY PROTECTION DISTRICT OR WITHIN A STATE APPROVED ZONE II.' 3 EXISTING ELECTRIC METER d 4 MEDIUM AND SI­­WT0FF SAND ESHGW EL.2.88 WA NOTES TER METER 1 1 4, � , I'll I I i I I I . 1 11 L I I I - I I � :,L Z < MANHOLE 4 W 10 YR 7/3 1. UNLESS OTHERWISE NOTED,ALL SYSTEM COMPONENTS AND CONSTRUCTION METHODS SHALL BE IN ACCORDANCE WITH THE STATE 4 U -000 STANDINGWATER ENVIRONMENTAL CODE_ EL.0.50 4 ANY CHANGES TO THIS PLAN MUST BE_APPROVED BY THE ENGINEER AND LOCAL BOARD OF HEALTH. z 8.0 -2.0 3. THIS PLAN IS INTENDED FOR THE INSTALLATION OF A TIGHT TANK ONLY, WAL TER.@ 5.51 .......... ............ Ci 4. THE OWNER SHALL-CONTRACT WITH A PUMPING COMPANY FO R SYSTEM PUMPING. 4 SAW KERF FILLED WITH FIBER UJ (D NEW TYPE 1-1 BIT.PAVEMENT INSPECT THE TIGHT TANK ON'A MONIHLY BASIS AND PUMPAS NECESSARY. 5. WEARING SURFACE&BINDER MODIFIED ASPHALT SEALER 41 Y ER OR LEAVE AN TRUCTURES. Z 3/4" .PROVIDE WATERTIGHT SEALS B USE OF NON-SHRINK GROUT AT ALL POINTS WHERE PIPES ENT Y CONCRETE S CONCRETE (SEELPAVEMENT L DETAIL) PAVEMENT PATCH(SEE'NOTES) A 4 'M Ui UJ < 7. USE SCH.40 PVC PIPING WITH WATERTIGHT JOINTS UNLESS OTHERWISE NOTED ON PLAN. ALL PIPE SHALL BE PLACED ON A COMPACTED FIR EXISTING PAVEMENT APPROXIMATE PATIO BASE. _J 4 LOCATION OF EXISTING WATER Co 9. ALL SEPTIC COMPONENTS SHALL BE INSTALLED WITH MAGNETIC WARNING TAPE.1/4" > 10.' THE TIGHT TANK SHALLBE APPLIED WITH 2 COATS PF DAMP PROOFING OR BITUMINOUS MATERIAL. (D -RIBED BELOW: % 'HALL BE ABA�iDONED IN PLACE!NACC 0 .C: 11, ALL EXISTING SEPTIC QOMPONENTS!� CORDANCE VVITH TITLE 5,310 C.MIR 15.354(3)AS DESC, 1w COMPACTED SUB-B'A­SE 11.1. 14 DAYS PRIOR TO DISCONTJNUIKG USE OF THE EXISTING SYSTEM THE CONTRACTOR SHALL APPLYTO THE BOARD OF HEALTH FOR (SEE PAVEMENT DETAIL) SYSTEM ABANDONMENT. 11.2. UPON APPROVAL FROM THE BOARD OF HEALTH,THE CONTRACTOR SHALL PUMP THE EXISTING LEACHING PIT OF,ITS CONTENTS BY A NOTES: LICENSED SEPTIC HAULER. I. EXISTING BITUMINOUS PAVEMENT SHALL BE REMOVED TO A CLEAN STRAIGHT EDGE VIA SAW M UJ 0 CUTTING. THE SAW CUT SHALL BE COMPLETED PERPENDICULAR TO THE ROADWAY/SIDEWALK. 289.3'TO APPROXIMATE 11.3. THE BOTTOM OF THEEXISTING PIT SHALL BE OPENED OR RUPTURED TO PREVENT RETAINAGE OF WATER, CU 2. PRIOR TO INSTALLING THE WEARING COURSE THE EXISTING VERTICAL PAVEMENT SURFACE SHALL HIGH WATER 1 1A. THE EXISTING LEACH]NG PIT SHALL BE COMPLETELY FILLED WITHPLEAN SAND OR OTHER SUITABLE MATERIAL APPROVED[BY THE BOARD BE SWEPT COMPLETELY CLEAN. OF HEALTH AND ENGINEER. 3. AFTER PROPER COMPACTION(SEE PAVEMENT DETAIL)SAW CUT NEW PAVEMENT ABUTMENT 3/4" DEEP AND FILL WITH FIBER MODIFIED ASPHALT SEALER AS SHOWN. 12, ALL PLUMBING INSIDE THE BUILDiNGT0 BE INSTALLED BY OTHERS. (D (D F IN ASHPALT PARK G � 13. ALL ELECTRICAL WORK SHALL BE INSTALLED INLACCORDANCE WITH THE LATEST ELECTRICALPLODE. WASTEWATER INSTALLATION NSPECTION NOTES 0 TYPICAL PAVEMENT PATCH DETAIL WASTEWATER FLOW BASED ON WATER USE DATA THE CONTRACTOR SHALLPROVIDE A MINIMUM OF 24 HOURS ADVANCE NOTICE TO THE ENGINEER AND LOCAL BOARD OF HEALTH FOR ANY E NOT TO SCALE PAVED AREA LANDSCAPED AREA INSPECTION. ESTIMATED USAGE(GALLONS) co DATA RECEIVED WASTEWATER FLOW, CL >1 FROM COMM AVG DAILY AVG DAILY USAGE GPD(200%OF THE AVG. SURFACE TREATMENT 2. THE TIGHT TANK SHALL BE INSPECTED BY THE ENGINEER OR ALOCAL'BOH REPRESENTATIVE PRIOR TC)BACKFILLING. ATA MINIMUM THE =3 FOLLOW Cf) USAGE(GPD) (75%WW USE,GPD) WATER USE) VARIES SEE PLANS ING ITEMS SHALL BE INSPECTED: TYPE 1-1 BIT.PAVEMENT: 1 1/2" DATE. DAYS WATER cc 0 C-) 2.1. OF TANK CRUSHED S'f'ONE BASE PRIOR TO PLACING THE TANK; WEARING SURFACE,ON 1 1/2"BINDER 10/1/2016 153 244,000 1,595 1,196 /11 /, /'/z 2.2 START UP TEST OF TANK FLOAT AND ALARM FUNCTIONS,AND C14 COURSE(PER MASS DOT SECTION 460) M p C, C) 5/1/2016 VARIES 2.3 FINAL INSPECTION OF BACKFILLED SYSTEM. CU M Q0 Q? 00 CD U) 10/1/2015 153 300,000 1,961 1,471 RT Co a M 8"DENSE GRADE,RECLAIMED GREEN METALLIC 3. THE CONTRACTOR S,ALL BE RESPONSIBL E TO MAIN' IN up--L)-bA1E AS-BUILT DRAWINGS AND NOTES INDICATING 7THE HORIZONTAL AND WE ICAL' 15 p 18" 0 TRACER TAPE PAVEMENT BORROW,OR DENSE 5/1/2015 LOCATION WITH TWO TIES OF ALL SYSTEI� CDMPONENTS INSTALLED. THESE AS-BUILT DRA\VINGS AND NOTES WILL BE UTILIZED BY THE ENGINEER FOR THE PREPARATION OF RECORD PLANS. BLENDED CRUSHED STONE 10/1/2014 153 1330,000 2,157 1,618 A E Lo C (D CONFORMING TO MASS OT COMPACTED BACKFILL 0 CU ID CU 0 ID 5/1/2014 U) "STANDARDS SPECIFICATIO 4 CLEAR WATER TEST PROTOCCIL r INS 00 a_ LL SEE NOTES FOR HIGHWAYS AND BRIDGES" 4 1. VERIFY THE FLOAT IS SET AT THE DESIGN ELEVATION. MAX 330,000 3,235 2,157 1,618 ED. 2. 40\ VARIES VERIFY ALL ALARM CONDITIONS ARE FUNCTIONING AS DESIGN MIN 244,000, 1,595 1,196 2,392 3. THE TANK SHALL BE TESTED FOR WATERTIGHTNESS BY FILLING THE TANK WITH WATER AND MONITORING THE WATER LEVEL FO)R A 24-HOUR 4 PERIOD. APPR AVG 291,333 1,904 1,428 2,856 OVED SUBGRADE INSTALL NON-WOVEN FILTER FABRIC IF GENERALNOTE S: CONTROLPANEL AND REMOTE ALARM MONITORING UNIT SPECIFICATION 0\ VARIES GROUNDWATER IS 1. SUB-GRADE(EXISTING MATERIAL)SHALL CONSIST OF INERT MATERIAL THAT IS HARD,DURABLE STONE TIGHT TANK SIZING AND/OR COARSE SAND,FREE FROM LOAM AND CLAY TO A DEPTH NOT LESS THAN 4-FT BELOW THE FINISH 1. THE CONTRACTOR IS RESPbNSIBLE FOR SETTING UP CONTROL PANEL AND FLOAT SWITCH ELEVATIONS,AND ALL ELECTRICAL WIRING WITHIN COMPACTED PEA PAVEMENT SURFACE. EXCAVATE SANDY-LOAM AND/OR LOAMY-SAND TOPSOIL MATERIAL FROM ALL UB-BASE INSTALLATION. THE TIGHTTANK. PAVED AREAS PRIOR TO S 500%OF DAILY 6"(MIN.) GRAVEL(SEE NOTES) 2. PLACE SUB-BASE IN MAXIMUM 8"LIFTS(COMPACTED TO 95%). FLOW: 3. COMPACT SUB-GRADE FILL TO 95%COMPACTION. 2. THE REMOTE ALARM PANEL SHALL BE NIALLED ON A SEPARATE CIRCUIT FROM THE CONTROL PANEL. 0\- 5 X 2856 GPD: 14,281 SEE SITE LAYOUT PLAN FOR PAVEMENT WIDTH AND LOCATION. GALLONS 411 5. SEE GRADING PLANS FOR PAVEMENT SLOPE AND CROSS SLOPE. DIATER 3. THE CONTRACTOR SHALL INCLUDE AN ALLOWANCE,FOR INSTALLINGAND COORDINATING THE SETUP OFA REMOTEALARM MONITORING C14 P USE 15,000 GALLON CL =3 6. SWEEP CLEAN THE EXISTING BINDER COURSE SURFACE PRIOR TO INSTALLINGTHE WEARING COURSE BY TANK (MISSION MODEL 112(NEMA 4)RTIJ OR ENGINEER A PROVED EQUAL)AND INCILUDE:' 3.1. FIRSTYEAR MONITORING FEE. 2"THICK POLYURETHANE A STREET SWEEPING MACHINE. APPLY A TACK COAT PER SPECIFICATIONS. 6" N CLOSE TO THE REMOTE ALARM. :E (MIN.) 3.2. A 11 OV OUTLET 0 06 INSULATION WITH PVC 3.1., SETUP UNIT TO MONITOR"WATER LEVEL, HIGH LEVEL ALARM AND POWER FAILALARM FROM CONTROL PANEL C� CD CD JACKET PLACED AROU14D 5 M C:1 '3 2. FINAL LOCATION OF THE UNIT SHALL BE FIELD DETERMINED BY THE OWNER AND[ENGINEER PIPEWHERE REQUIRED Ca C4 Cy) M C\1 TYPICAL BITUMINOUS PAVEMENT 2' C�o C,> PROVIDE WATERTIGHT BILCOTYPE F PROVIDE [A.WATERTIGHT NOT TO SCALE (MIN.) 4. THE OWNER WILL PROVIDE THE REMOTE'ALARM NOTIFICATION CONTACT PERSON FOR SETTING UP THE REMIOTE ALARM UNIT. < 00 'X30")ACCESS HATCH Co M J-31­120(36' COMPACTED SUBGRADE > RAME AND COVER TO TOP OF SPIKE GRADE(TYP.3)EL.±6.2 WITH SAFETY GRATE NOTES: 5,1 THE CONTRACTOR SH.ALL CONDUCT A STARTUP TEST TO DEMO I NSTRATE THE CONTROL PL 0 C:) EL. 6.34 1. GRAVITY SEWER AND FORCE MAIN SHALL BE INSULATED WHEN VERTICAL OR HORIZONTAL SOIL L ARE FUNCTIONING AS DESIGNED PRIORTO REQUESTING A CLEAN WATER TEST. THE FINAL CLEAR WATER TEST OF ALL COMPONENTS SHALL BE LL LE COVER IS LESS THAN 4 FEET AND WHERE SHOWN ON PLANS. L LLLLL-LL ELEV.DATUM NAVD '88 WITNESSED BY THE ENGINEER AND/OR THE LOCAL BOH. CD RISER TO GRADE(TYP.) FLOAT HANGER 2. TRACER TAPE FOR NON-FERROUS PIPE SHALL BE CONSTRUCTED OF A METALLIC CORE BONDED TO 0 a 0 L W CU WATERPROOF CABLE INLET,NO U) M U) 0- U_ 0 FINISHED GRADE CABLE SPLICES INSIDE TANK.THE PLASTIC LAYERS. THE METALLIC TRACER TAPE SHALL BE A MINIMUM 5mm THICK AND MUST BE LOCATABLE AT A DEPTH OF 18 INCHES WITH ORDINARY PIPE LOCATORS. BUOYANCY CALCULATIONS ANNULAR SPACE SHALL BE SEALED LINK SEAL(TYP.) TOP OF TANK EL 5.0 3. TRENCH BACKFILL: Registration: F T LAN BENEATH PAVEMENT:BACKFILL SHALL BE ROADBASE AND COMPACTED TO PAVEMENT SOIL COVER FROM ENTERING INTO THE C> CONTROL PANEL. PROPERLY TO PREVENT ANY GAS S1 E SUBBASE REQUIREMENTS-SEE DETAIL. 15,000 GALLON TUNNEL MOLD TIGHT TANK LENGTH(FT.) 31.3 OUTSIDE PAVEMENT:GRAVEL BORROW TYPE B(3"MINUS)COMPACTED IN MAXIMUM 8 INCH L' I I I - - ___ __-____ IL 'I L L' I . I I I I 'I,I %"%OF NKVOLUME(CU. FT.) 3,212 WIDTH(FT.) 11.0 TANK WATER LEVEL 'S;7 TA NON MERCURY FLOATS SET AT LIFTS TO TO 95%COMPACTION 011 TIGHT TANK INLET TOTAL TANK CAPACITY(16,178 GAL) 4. BACKFILL PLACED IN UTILITYTRENCHES INCLUDING DISTURBED AREAS SURROUNDING UTILITY PORTION OF TANK IN WATER AT SEASONAL HIGH.GW(EL.= 2.88' 77%, DEPTH (FT.) 1.2 C: 10"MIN. FAT IPIU L_ BUILDING SERVICE INV. EL.3.4 AND-,a CAPACITY(10,000 GAL) TRENCHES SHALL BE PLACED AND COMPACTED IN 8"(MAX.)VERT CAL LIFTS. VOLUME(CU.FT.) LEE CL WATER DISPLACED(LB.) 154,258 414 ca INV. EL.±4.5 5. CONTRACTOR SHALL ACHIEVE 95%COMPACTION FOR THE BEDDING, 6" CONNECTED TO AUDIO AND VISUAL ESTIMATED SEASONAL HIGH 7 v ALARM(SEE SITE PLAN FOR PANEL 6. PEA GRAVEL SHALL CONSIST OF CLEAN,HARD, ROUND PARTICLES OF GRAVEL MEETING THE, SOIL COVER VOLUME(C I U.,FT.) 414 No.42824' -=ATION) FOLLOWING: _GR5`UNDVVA_TER1ff_L2.89__ - GRAPHIC SCALE WEIGHT OF SOIL COVER,(LB.) 43,470 6"SCH.40 SIEVE SIZE PERCENT PASSING TANK VOLUMES 7' PVC(TYP.) ±6,000 GALLONS 10 0 5 10 20 GHT(LB.) 119 PIPE SUPPORTS AS 40 3/8" 85-95 TANK WEI '095 LENGTH(FT.) 31.3 NECESSARY(TYP.) ±3,000 GALLONS (FUTURE PUIAP 4' 1 1 1 NO.4 5-15 11.0 ±6,000 GALLONS 100%DESIGN FLOW CHAMBER) . NO.8 -2 TOTAL BALLAST(TANK+SOIL)(LB.) 162,565 WID I TH(FT.) 0 200%DESIGN FLOW (FUTURE SEPTIC TANK) 'YFORCE-.TOTAL BALLAST)(LB.) -8,307. CY) 1 16--M IL 7. UTILITY SHALL BE INSTALLED IN ACCORDANCE WITH ALL APPLICABLE UTILITY COMPANY 'BALLAST REQUIRED,(.BUOYA. N(, DEPTH(FT.) 9.3 C) (FUTURE SEPTIC TANK) STANDARDS THAT MAY BELMORE STRINGENT THAN THIS DETAIL. TWO COATS OF DAMPPROOFING--' I EL.-3.6 CONCRETE BALLAST REQUIRED(CU. T.) NONE , SUBMERGED DEPTH(FT.) 7.2 Project N I umber: Sheet. 4.3 (in feet) BOTTOM TANK EL. BALLAST NOT REQUIRED VOLUME(CU.FT.) 3,212 1702 9 1 of 1 OR BITUMINOUS MATERIAL CRUSHED STONEjt,�' STO�E 1 INCH FEET S 0 15,000 GALLON TIGHT TANK (H-20) SEWER TRENCH DETAIL TANK WEIGHT Sheet Number: TOTAL TANK CAPACiry 15,000 GALLONS(500% DESIGN F10W) NOT TO SCALE 150, TANK DENSITY(LBS/CU.FT.) NOT TO SCALE 'TANK WEIGHT(LB.) 119,095 ACME-SHOREY PRECAST 15,000 GALLON TUNNEL TANK OR ENGINEER APPROVED L ---------- ------ DEWATERING CONTAINMENT AREA CONCRETE WALL C .0 EXISTING SEPTIC TANK AND LEACHING PITS TO REMAIN (APPROXIMATE LOCATION,CONTRACTOR TO VERIFY IN FIELD) ., ........... ------w 0 UCUS ASHPALT PARKING 0 6,000 GALLON TIGHT TANK 2 CONCRETE WITH EXTENDED BASE RAMP SAW CUT AND PATCH LL EXISTING PAVEMENT IEXISTING 4" BUILDING WOOD DECK SERVICE TO REMAIN Ili U 1)I LJJ an in IC:0 3r 0 APPROXIMATE PROPERTY LINE 40 ONLY (TO BE CONFIRMED AND 0. ....... LOCUS NEW BITUMINOUS C COORDINATED BY CONTRACTOR MINOUS W W 1"=1,000'WITH THE TOWN) PAVEMENT CONTRACTOR TO VERIFY BUILDING SEWER 0) E,0 I0 0 IILOCATION AND INVERT PRIOR TO TIGHT TANK 10 42 U.1 I n INSTALLATION AND REPORT ANY DISCREPANCIES TO THE ENGINEER C) 10 4" SCH 40 PVC 450 TEE .....APPROX. INV. EL. 4.5 G) INV. EL. 4.2 E U 4(CONTRACTOR TO VERIFY) I00 00 NG PC 0 a& 0;IC) W to Ln'BUOYANCY CALCULATIONS EXISTING CRAIGVILLE BEACH BUILDING SOIL COVER ..........3,000 GALLON NK-1 L 17.0 000 TIGHT TA ENGTH(FT.) WALKWAY TIGHT TANK WITH ................. 10.0 EXTENDED BASE 4" DI GATE VALVE WITH CURB BOX TO WIDTH(FT.)TANK VOLUME(CU.FT.) 1,318 GRADE (NORMALLY CLOSED) PORTION OF TANK IN WATER AT SEASONAL HIGH GW(FULLY RGED) 100%17.7' SUBME DEPTH(FT.) PROVIDE PVC TO DI COUPLINGS EQUIVA'ENT WEIGHT OF WATER DISPLACED(LB.) VOLUME(CU.FT.) 82,212 195 Z REMOTE ALARM MONITORING UNIT 6 000 GALLON U-1 4 SOIL COVER VOLUME(CU.FT.) 195 MOUNTED TO SIDE OF BUILDING WITH 1 1 OV TIGHT TANK-1 WITH E5 0 POWER FROM EXISTING ELECTRICAL PANEL WEIGHT OF SOIL COVER,(LB.) 20,475 TANK VOLUMES EXTENDED BASE LL TANK WEIGHT(LB.) LENGTH(FT.)84,475 17.0 CONTROL PANEL WITH AUDIBLE Iz ±27.9' TOTAL BALLAST(TANK+SOIL)(LB.) 104,950 WIDTH(FT.) 10.0 IAND VISUAL ALARM MOUNTED < TO SIDE OF BUILDING BALLAST REQUIRED(BUOYANCY FORCE-TOTAL BALLAST)(LB.) -22,738 DEPTH(FT.) 4 7.8 10-\ CONCRETE BALLAST REQUIRED(CU,FT.) NONE SUBMERGED DEPTH(FT.) 7.8 4" SCH 40 PVC ....... 4 W C/)BALLAST NOT REQUIRED 1,318 L=27', S=2.0% VOLUME(CU.FT.) w EXISTING ELECTRIC METER z TANK WEIGHTS AND SHILITOFF TANK DENSITY(LBS/CU.FT.) 150 WATER METER I4 TANK WEIGHT(LB.) 52,700 MANHOLE 5,000 RISERS&HATCH(LB.) 4 4 IEXTENDED BASE 26,77� 4 (LB)4 4 WATER IN TANK(LB.) 0 C/)0) ------- TOTAL WEIGHT(LB.) 84,475 C: BASE (TYP.EACH TANK) LIJ CU 4 OVERHEAD UTILITY z 4 CONNECTION CONCRETE BUOYANCY CALCULAT Ill IONS CU 4 IJ PATIO APPROXIMAT SOIL COVER E 3,00)GALLON TIGHT TANK LENGTH(FT.)LOCATION OF 17.0 IEXISTINGWATER TANK VOLUME(CU.FT.) 753 WIDTH(FT.) 7.0 U) PORTION OF TANK IN WATER AT SEASONAL HIGH GW(FULLY CU M CU TEST PIT DATA SUBMERGED) 100% DEPTH(FT.) 1.4 EQUIY�LENT WEIGHT OF WATER DISPLACED(LB.) 46,782 VOLUME(CU.FT.) 169 ................ IE JNSPECtoR; li. k - SOIL COVER VOLUME(CU.FT.) 169'SOIL EVALUATOR:�D. DESMARAIS WEIGHT OF SOIL COVER,(LB.) .................................... TANKVOLUMES 17,745 DATE: 1119/2007 PERC#: TANK WEIGHT(LB.) 66,330 LENGTH(FT.) 17.0 CL TOTAL BALLAST(TANK+SOIL)(LB.) 84,075 WIDTH(FT.) 7.0 U) TP-I ICU 0 284.0'TO APPROXIMATE BALLAST REQUIREC(BUOYANCY FORCE-TOTAL BALLAST)(LB.) -37,293 DEPTH(FT.).......... .......... C�j 6.3 HIGH WATER ao E CONCRETE BALLAST REQUIRED(CU.FT.) NONE SUBMERGED DEPTH(FT.) (D co 6.3 FILL co 0\ CO BALLAST NOT REQUIRED VOLUME(CU.FT.) 753 L: C> - M ASPHALT 0 .2 .5n < 00 F_ 0. I0 U_ 0 31 LO 00 E FILL 1 TANK WEIGHTS............. CL M 0 TANK DENSITY(LBS/CU.FT.) 150 0 CD _0 CD CO 00 LL IBASE C: . L 'I I 'Ir TANK WEIGHT(LB.) 1�3 1, 4.7 36,700 C RISERS&HATCH(LB.) 5,000 EXTENDED BASE(LB) 24,630 TA WATER IN.TANK(LB.) WASTEWATER FLOW BASED ON HISTORIC WATER USE DA 0 MEDIUM , STIMAT ED TOTAL WEIGHT(LB.) E 66,330 USAGE(GALLONS) WASTEWATER FLOW_DATA RECEIVED 10 YR 713 IFROM COMM AVG DAILY AVGDAILYUSAGE GPD(200%OFTHEAVG.2.8'DEPTH OF ESHGW EL.2.88 DATE WATER USAGE(GPD) (75%WW USE,GPD) WATER USE)PERC 10/1/2016 153 244,000 1,595 1,196<MINANCH STANDING WATER 1.00 5/l/2016 PERC RA TE EL. III10/l/2015 153 300,000 1,961 1,471 a-7.0 _1.0 BUOYANCY CALCULATIONS 0 ASHPALT PARKING 5/l/2015��tAk6ING WA TER @ 5'........................�:............a- I10/l/2014 153 330,000 2,157 1,618 SOIL COVER (D C:l 06 C i.HENDERSON 5/l/2014 6,000 GALLON TIGHT TANK-2 LENGTH(FT.) 17.0 18(D Lo�SOIL EVALUATOR:b. DESMARAIS MAX 330,000 2,157 1,618' 3,235 M TANK VOLUME(CU.FT.) 1,318 (FT.) 10.0 a) 0mo'O�DATE: 1119/2007........... < MIN 244,000 1,595 1,196 2,392 PORTION OF TANK IN WATER AT SEASONAL HIGH GW(FULLY CQ3 1=0 0) FEk6 : 11592 > co C) (v .......... > SUBMERGED) 100% DEPTH(FT.) 1.7 AVG 291,333 904 1,428 2,856 TP-2 ............ IEQUIVALENT WEIGHT OF WATER DISPLACED(LB.) 82,212 VOLUME(CU.FT.) U) 8 285 (D ISOIL COVER VOLUME(CU.FT.) 0 C: 0 T_ I285 C� TIGHT TANK SIZING w M CO a- U_ 10 WEIGHT OF SOIL COVER,(LB.) 29,925 00 TANK VOLUMES C) Registration:TANK WEIGHT(LB. 86,033 LENGTH(FT.) 17.0 U-) ASPHALT C:) 0.3 5.7 500%OF DAILY TOTAL BALLAST(TANK+SOIL)(LB.) 115,958 WIDTH(FT.) 10.0 FLOW: &AA FILL .................... ...................... ..... BALLAST REQUIRED(BUOYANCY FORCE-TOTAL BALLAST)(LB.) -33,746 DEPTH(FT.)14,281 7.8 5 X 2856 GPD: GALLONS USE 15,000 GALLON CONCRETE BALLAST REQUIRED(CU.FT.) NONEL SUBMERGED DEPTH(FT.) 7.8 f/iT FAT PI BASE C: U 3 4.7 TANK BALLAST NOT REQUIRED VOLUME(CU.FT.) 1,318 <J LEE C CIVIL........... PROJECT BENCHMARK No,42824 TOP OF SPIKE TANK WEIGHTS EL. 6.34 TANK DENSITY(LBS/CU.FT.) 150 Co ELEV.DATUM NAVD '88 TANK WEIGHT(LB.) 52,700 C MEDIUM GRAPHIC SCALE RISERS&HATCH(LB.)U-) 5,000 SAND ESHGW EL.2.88 C:) 0 5 10 20 D BASE(LB) 10 40 EXTENDE 28,333 Project Number: Sheet 10 YR 713 I6-q WATER IN TANK(LB. 9 1 STANDING WATER TOTAL WEIGHT(LB.) 1702 of 2 ��8:6�,033 EL.0.50 0 (in feet)0 8. 1-2.0 Sheet Number: E S TA NDING WA TER P,5.5'. 1 INCH 10 FEET..............(n M 1 SCHEDULE OFELEVA TIONS PROVIDE WATERTIGHT BILCO TYPE J-31­120(36"X30")ACCESS HATCH PROVIDE 24"DIA.WATER TIGHT EL.FRAME AND COVER TO GRADE BUILDING SERVICE 4.5 GRADE HEAVY DUTY CAST IRON H-20 WITH SAFETY GRATE EXISTING 7(TYP.5)EL.±6.2 T_.WATERPROOF CABLE INLET,NO 4.2 ANNULAR SPACE SHALL BE SEALED GATE VALVE CABLE SPLICES INSIDE TANK.THE WATERTIGHTRISER GATE VALVE(SEE DETAIL)- TO GRADE(TYP.. LINK SEAL(TYP.ALL PROPERLY TO PREVENT ANY GAS 2-2"x 2"STAKES,2-REBARS,TANK NOTES: F:ENTERING INTO THE OR 2 STEEL PICKETS PER PENETRATIONS) FLOAT HANGER 6,000 GALLON TIGHT TANK-1-TOP 5.36 1. ,INSTALLATION LOCATION PER CONTROL PANEL.FI NISHED GRADE . I . I . I I I I I I I I., I I I I 11 I I _\ THESITE PLAN. BALE,MIN.3 FOOT LONG <FROM -1-INLET 3.93 Ll TYP.ALL TANK 6,000 GALLON TIGHT TANK DRIVEN THROUGH THE TW OF J�NK 2. EMBED BALES 4 TO 6 INCHES. SECTION T TOP OF TANK !�E! BALE.PENETRATIONS) _9F I�ANK NOWMERCURY FLOATS SET AT TOTAL TANK 6,000 GALLON TIGHT TANK-1-OUTLET 3.68 3. OVERLAP BALES MINIMUM 6 CAPACITY(6,000+3,000+6,000=15,000 GAL)2 IN. MIN INCHES IN SWALES.2"MIN. -I-BOTTOM -2.39 TIGHTEN JOINT PRIOR CL 4"SCH.40 PVC 6,000 GALLON TIGHT TANK LL < TANK WATER LEVEL 0 PVC TANK WATER LEVEL. 4"'SCH.40 P C F I TANKWATERLEVEL 17 AND J CAPACITY(10,000 GAL)CONNECTED TO TO STAKING BALES ---- ---6,__ AUDIO AND VISUAL ALARM(SEE SITE PLAN w-1 INLET 101,6,000 GALLON TIGHT TANK FOR PANEL LOCATION) C 3,000 GALLON TIGHT TANK-TOP 5.08 0'ESTIMATED SEASONAL HIGH _T _T 3,000 GALLON TIGHT TANK-INLET 3.67 Fn 33- ESTIMATED SEASONAL HIGH a cl GROUNDWATER EL.2.88 ±6,000 GALLONS 4.19' ±3,000 GALLONS ±6,000 GALLONS C) GN FLOW -ft PIPE SUPPORTS AS 200%DESIGN FLOW 100%DESI (FUTURE PUMP 3,000 GALLON TIGHT TANK-OUTLET 3.42 5.57'(FUTURE SEPTIC -(FUTURE SEPTIC CHAMBER) 3,000 GALLON TIGHT TANK-BOTTOM -1.27 NECESSARY(TYP.) 0f -1<q TANK) ' I ry TANK) F'12" 6"MIN BAL I<ED STRAW BOUND BO r 12" TOM TANK EL. 6"MIN WITH WIREIOR NYLON TWO COATS OF DAMPPROOFING 12 -2-TOP 4.83 COMPACTED CRUSHF=r) 6,000 GALLON TIGHT TANK BOTTOM TANK EL I .1. :,�.: �:] 1, 4 * . A' OR BITUMINOUS MATERIAL F BOTTOM TANK EL GHT TANK 2-INLET PLAN 6,000 GALLON T1 3.40*�3/,-,COMPACTED CR SHED t�_BY,­comPA(-TFr)c,Ru HFD STONE EXTENDED BASE(TYP.EACH u_ 1--Al 6,000 GALLON TIGHT TANK-2-OUTLET 3.15 6,00n 1 �%K`IGHT TANK-1 (H-20)WITH EXTENDED BASE 3,000 GALLON TIGHT TANK(H-20)WITH EXTENDED BASE I I a)HAYBALE DETAIL 000 GALLON TIGHT TANK-2 (H-20)WITH EXTENDED BASE M NOT TO SCALE -2-BOTTO -2.92 NOT TO SCALE 6,000 GALLON TIGHT TANK NOT TO SCALE NOT TO SCALE ACME-SHOREY PRECAST 6,000 GALLON TANK(52,700 LB)OR ENGINEER APPROVED EQUAL ACME-SHOREY PRECAST 3,000 GALLON TANK(36,700 LB)OR ENGINEER APPROVED EQUAL ACME-SHOREY PRECAST 6,000 GALLON TANK(52,700 LB)OR ENGINEER APPROVED EQUAL ESHGW 2.!8 >, 3:SAW KERF FILLED WITH FIBER U) Co W NEW TYPE 1-1 BIT.PAVEMENT r- MODIFIED ASPHALT SEALER LANDSCAPED AREA WEARING SURFACE&BINDER zg 3: PAVED AREA 12 COURSE PAVEMENT 31/4" z 0 (SEE PAVEMENT,DETAIL) PAVEMENT PATCH(SEE NOTES) 0 SURFACE TREATMENT. CO)0 _. >1 , VARI S SEE PLANS EXISTING PAVEMENT 10 M ZONING AND RESOURCE MANAGEMENTNOTES WASTEWATER INSTALLATION INSPECTION NOTES w 'THE CONTRACTOR SHALL PROVIDE A MINIMUM OF 24 HOURS ADVANCE NOTICE TO THE ENGINEER AND LOCAL BOARD OF HEALTH FOR ANY INSPECTION. VARI E 1. PARCEL:206 LOT:013 0 GREEN METALLIC OWNER OF RECORD:TOWN OF BARNSTABLE(BCH) CNI 4 2. THE TIGHT TANK SHALL BE INSPECTED BY THE ENGINEER OR A LOCAL BOH REPRESENTATIVE PRIOR TO BACKFILLING. AT A MINIMUM THE FOLLOWING ITEMS SHALL BE 4 ADDRESS:997 CRAIGVILLE BEACH ROAD TRACER TAPE UJ INSPECTED:2. THE LOCUS IS LOCATED IN FLOOD ZONE VE(COASTAL FLOOD ZONE WITH VELOCITY HAZARD(WAVE ACTION,EL.15.0)AS SHOWN ON F.I.R.M. 4 2.1. EXCAVATION OF TANK CRUSHED STONE BASE PRIOR TO PLACING THE TANK; to C) MAP 25001CO564J. C14 2.2. START UP7EST OF TANK FLOAT AND ALARM FUNCTIONS,AND COMPACTED BACKFILL ATER ESTUARY PROTECTION DISTRICT OR WITHIN A STATE APPROVED ZONE 11. 2.3. FINAL INSPECTION OF BACKFILLED SYSTEM. (D Q) _T 3. THE SITE IS NOT LOCATED IN THE GP,WP OR SALTW COMPACTED SUB-BASE SEE NOTES (SEE PAVEMENT DETAIL) 2 0 00 4�,N 3. THE CONTRACTOR SHALL BE RESPONSIBLE TO MAINTAIN UP-TO-DATE AS-BUILT DRAWINGS AND NOTES INDICATING THE HORIZONTAL AND VERTICAL LOCATION WITH TWO TIES OF ALL 0 co 00 VARIES NOTES: SURVEY NOTES: SYSTEM COMPONENTS INSTALLED. THESE AS-BUILT DRAWINGS AND NOTES WILL BE UTILIZED BY THE ENGINEER FOR THE PREPARATION OF RECORD PLANS. X U) d) Co ul) W)EXISTING BITUMINOUS PAVEMENT SHALL BE REMOVED TO A CLEAN STRAIGHT EDGE VIA SAW 4 .4 CUTTING. THE SAW CUT SHALL BE COMPLETED PERPENDICULAR TO THE ROADWAY/SIDEWALK.> INSTALL NON-WOVEN 1. THE TOPOGRAPHY AND EXISTING SITE DETAIL DEPICTED HEREON WERE OBTAINED FROM AN INSTRUMENT SURVEY CONDUCTED ON THE 2. PRIOR TO INSTALLING THE WEARING COURSE THE EXISTING VERTICAL PAVEMENT SURFACE SHALL FILTER FABRIC IF GROUND BY THE HORSLEY WITTEN GROUP,INC IN DECEMBER 2006 AND MARCH 2017. CLEAR WATER TEST PROTOCOL BE SWEPT COMPLETELY CLEAN. 1. VERIFY THE FLOAT IS SET AT THE DESIGN ELEVATION.\ VARIES GROUNDWATER IS 3. AFTER PROPER COMPACTION(SEE PAVEMENT DETAIL)SAW CUT NEW PAVEMENT ABUTMENT 3/4',PRESENT 2. THIS PLAN DOES NOT SHOW ANY RECORDED OR UNWRITTEN EASEMENTS WHICH MAY EXIST.HOWEVER,THIS DOES NOT CONSTITUTE A 2. VERIFY ALL ALARM CONDITIONS ARE FUNCTIONING AS DESIGNED.DEEP AND FILL WITH FIBER MODIFIED ASPHALT SEALER AS SHOWN. GUARANTEE THAT NO SUCH.EASEMENTS EXIST. 3. THE TANK,SHALL BE TESTED FOR WATERTIGHTNESS BY FILLING THE TANK WITH WATER AND MONITORING THE WATER LEVEL FOR A 24-HOUR PERIOD. COMPACTED PEA N 6"(MIN.) GRAVEL(SEE ES) 3. THE ELEVATIONS DEPICTED HEREON WERE BASED ON THE NORTH AMERICAN VERTICAL DATUM OF 1988. 4. ALL PROPERTY AND BOUNDARY LINES DEPICTED ARE APPROXIMATE ONLY. CONTROL PANEL AND REMOTE ALARM MONITORING UNIT SPECIFICATION I E I FE bIAM TER TYPICAL'PAVEMENT PATCH DETAIL 5 EXISTING CONTOUR INTERVALS ARE EQUAL TO ONE FOOT. 1. THE CONTRACTOR IS RESPONSIBLE FOR SETTING UP CONTROL PANEL AND FLOAT SWITCH ELEVATIONS,AND ALL ELECTRICAL WIRING WITHIN THE TIGHT TANK. LIJ 2"THICK POLYURETHANE NOT TO SCALE CL TY TO MAKE VISUAL 0 U) 6"(MIN 6. THE ACCURACY OF MEASURED PIPE INVERTS AND PIPE SIZES IS SUBJE T TO FIELD CONDITIONS,THE ABILI 2. THE REMOTE ALARM PANEL SHALL BE INSTALLED ON A SEPARATE CIRCUIT FROM THE CONTROL PANEL. INSULATION WITH PVC OBSERVATIONS,DIRECT ACCESS TO THE VARIOUS ELEMENTS AND OTHER CONDITIONS.JACKET PL 3. THE CONTRACTOR SHALL INCLUDE AN ALLOWANCE FOR INSTALLING AND COORDINATING THE SETUP OFA REMOTE ALARM MONITORING SYSTEM(MISSION MODEL 112(NEMA4) P 75,/ PIPE WHERE REQUIRED ACEDAROUND TYPE 1-1 BIT. AVEMENT: 1 1/2" :GENERAL CONSTRUCTION NOTES: RTU OR ENGINEER APPROVED EQUAL)AND INCLUDE: 12" " I I I Z) WEARING SURFACE,ON 1 1/2"BINDER < 3.1. FIRST YEAR MONITORING FEE.(M I N,) COMPACTED SUBGRADE COURSE(PER MASS DOT SECTION 460) 3.2. A 1 1 OV OUTLET INSTALLED IN CLOSE PROXIMITY TO THE REMOTE ALARM.S:"NOTE 1. ALL SITE WORK TO COMPLETE THIS PROJECT AS INDICATED ON THE DRAWINGS IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR. 3.1. SETUP UNIT TO MONITOR J WATER LEVEL,HIGH LEVEL ALARM AND POWER FAIL ALARM FROM CONTROL PANEL Co LIJ 7> 1. , GRAVITY SEWER AND FORCE MAIN SHALL BE INSULATED WHEN VERTICAL OR HORIZONTAL SOIL DENSE GRADE,RECLAIMED 3.2. FINAL,LOCATION OF THE UNIT SHALL BE FIELD DETERMINED BY THE OWNER AND ENGINEER UJ COVER IS LESS THAN 4 FEET AND WHERE SHOWN ON PLANS. 8 2. IMMEDIATELY CONTACT AND COORDINATE WITH THE ENGINEER AND OWNER IF ANY DEVIATION OR ALTERATION OF THE WORK rY 2. TRACER TAPE FOR NON-FERRbUS PIPE SHALL BE CONSTRUCTED OF A METALLIC CORE BONDED TO, PAVEMENT BORROW,OR DENSE PROPOSED ON THESE DRAWINGS IS REQUIRED. HE OWNER PLASTIC LAYERS. THE METALLIC TRACER TAPE SHALL BE A MINIMUM 5mm THICK AND MUST BE BLENDED CRUSHED STONE CONFORMING TO MASS DOT 3. UTILIZE ALL PRECAUTIONS AND MEASURES TO ENSURE THE SAFETY OF THE PUBLIC,ALL PERSONNEL AND PROPERTY DURING LOCATABLE AT A DEPTH OF.1,8.INCHES WITH ORDINARY PIPE LOCATORS. 5. THE CONTRACTOR SHALL CONDUCT A STARTUP TEST TO DEMONSTRATE THE CONTROL PANEL,FLOATS AND REMOTE ALARM MONITORING UNIT ARE FUNCTIONING AS UJ!-STANC-ARDS SPECIFICATIONS 3. TRENCH BACKFILL: CONSTRUCTION IN ACCORDANCE WITH OSHA STANDARDS, INCLUDING THE INSTALLATION OF TEMPORARY FENCING BARRICADES, S FOR HIGHWAYS AND BRIDGES" DESIGNED PRIOR TO REQUESTING A CLEAN WATER TEST. THE FINAL CLEAR WATER TEST OF ALL COMPONENTS SHALL BE WITNE SED BY THE ENGINEER AND/OR THE LOCAL 00 _J BENEATH PAVEMENT:BACKFILL SHALL BE ROADBASE AND COMPACTED TO PAVEMENT, SAFETY LIGHTING,CONES, POLICE DETAIL AND/OR FLAGMEN AS DETERMINED NECESSARY BY THE TOWN. THE CONTRACTOR IS 0 H.,0) SUBBASE REQUIREMENTS-SEE DETAIL. RESPONSIBLE FOR THE COST OF POLICE DETAIL AND FOR COORDINATING WITH THE LOCAL OR STATE POLICE DEPARTMENT FOR ALL OUTSIDE PAVEMENT:GRAVEL BORROW TYPE B(Y MINUS)COMPACTED IN MAXIMUM 8 INCH REQUIRED POLICE DETAIL.C) DEWATERING NOTES APPROVED SUBGRADE LIFTS TO TO 95%COMPACTION. Y 4., BACKFILL PLACED IN UTILITY TRENCHES INCLUDING DISTURBED AREAS SURROUNDING UTILIT 4. MAKE ALL NECESSARY CONSTRUCTION NOTIFICATIONs.AND APPLY FOR AND OBTAIN ALL NECESSARY CONSTRUCTION PERMITS,PAY ALL TRENCHES SHALL BE PLACED AND COMPACTED IN 8"(MAX.)VERTICAL LIFTS. GENERAL NOTES: FEES INCLUDING POLICE DETAILS AND POST ALL BONDS, IF NECESSARY,ASSOCIATED WITH THE SAME,AND COORDINATE WITH THE 1. SUPPLY THE DEWATERING SYSTEMS TO:0) 5. CONTRACTOR SHALL ACHIEVE 95%COMPACTION FOR THE BEDDING. l.. SUB-GRADE(EXISTING MATERIAL)SHALL CONSIST OF INERT MATERIAL THAT IS HARD,DURABLE STONE OWNER AND THE ENGINEER. 00 AND/OR COARSE SAND,FREE FROM LOAM AND CLAY TO A DEPTH NOT LESS THAN 4-FT BELOW THE FINISH C: 6. PEA GRAVEL SHALL CONSIST OF CLEAN,HARD,ROUND PARTICLES OF GRAVEL MEETING THE A. DEVELOP A SUBSTANTIALLY DRY AND STABLE SUBGRADE FOR THE PROPOSED WORK;FOLLOWING: PAVEMENT SURFACE. EXCAVATE SANDY-LOAM AND/OR LOAMY-SAND TOPSOIL MATERIAL FROM ALL 5. ALL EXISTING CONDITIONS SHOWN ARE APPROXIMATE AND ARE BASED ON THE BEST INFORMATION AVAILABLE. PRIOR TO THE START LLI B. PREVENT DAMAGE TO ADJACENT PROPERTIES,BUILDiNGS,STRUCTURES,UTILITIES AND RESOURCES AREAS;ERCENT PASSING PAVED AREAS PRIOR TO SUB-BASE INSTALLATION. CONSTRUCTION VERIFY THAT THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS DO NOT CONFLICT WITH ANY KNOWN EXISTING OR SIEVE SIZE P C. RETAIN ALL SEDIMENTS ON-SITE WITHIN THE WORK AREA;2. PLACE SUB-BASE IN MAXIMUM 8"LIFTS(COMPACTED TO 95% I . r.-0 3/8" 85-95 OTHER PROPOSED IMPROVEMENTS. IF ANY CONFLICTS ARE DISCOVERED, NOTIFY THE OWNER AND THE ENGINEER PRIOR To D. PREVENT SEDIMENT DISCHARGE AND DEGRADATION OF THE RESOURCE AREA;.NO.4 5-15 3.� COMPACT SUB-9RADE FILL TO 95%COMPACTION. INSTALLING ANY PORTION OF THE SITE WORK WHICH WOULD BE AFFECTED. E. PREVENT LOSS OF FINES,QUICK CONDITION,OR SOFTENUNG OF FOUNDATION SUBGRADE;AND C7) Z NO.8 0-2 4., SEE SITE�LAYOUT PLAN FOR PAVEMENT WIDTH AND LOCATION. F. MAINTAIN STABILITY OF SIDES AND BOTTOMS OF!EkAVAtIONS AND TRENCHES. 0) I 0 SEE GRADING PLANS FOR PAVEMENT SLOPE AND CROSS SLOPE. 6.� THE LOCATION AND/OR ELEVATION OF EXISTING UTILITES AND STRUCTURES AS INDICATED ON THE DRAWINGS ARE BASED ON RECORDS CrJ 7., UTILITY SHALL BE INSTALLED IN ACCORDANCE WITH ALL APPLICABLE,UTILITY COMPANY 5.STANDARDS THAT MAY BE MORE STRINGENT THAN THIS DETAIL. 6. SWEEP CLEAN THE EXISTING BINDER COURSE SURFACE PRIOR TO INSTALLING THE WEARING COURSE BY OF VARIOUS UTILITY COMPANIES,AND WHEREVER POSSIBLE,MEASUREMENTS TAKEN IN THE FIELD. THIS INFORMATION IS NOT TO BE 2. LOCATE DEWATERING FACILITIES WHERE THEY WILL NOT INTERFERE WITH CONSTRUCTION WORK OR ABUTTING RESOURCES.SWEEPING MACHINE. APPLY A TACK COAT PER SPECIFICATIONS.A STREEIV RELIED UPON AS BEING EXACT OR COMPLETE. VERIFY THE LOCATION OF ALL UNDERGROUND UTILITIES AND STRUCTURES IN THE FIELD PRIOR TO THE START OF CONSTRUCTION. CONTACT THE APPROPRIATE UTILITY COMPANY,ANY GOVERNING PERMITTING AUTHORITY IN 3. MODIFY DEWATERING EQUIPMENT AND PROCEDURES WHEN OPERATIONS THREATEN TO CAUSE DAMAGE TO NEW OR EXISTING FACILITIES OR ADJACENT AREAS NOT WITHIN(D "DIGSAFE"(1-888-344-7233)AT LEAST THREE BUSINESS DAYS PRIOR TO ANY EXCAVATION WORK IN PREVIOUSLY 6 THE TOWN,AND THE LIMIT OF WORK.TWEEN THE> UNALTERED AREAS TO REQUEST EXACT FIELD LOCATION OF UTILITIES. THE CONTRACTOR MUST RESOLVE CONFLICTS BE ISEWER TRENCH DETAIL' TYPICAL BITUMINOUS PAVEMENT . PROPOSED UTILITIES AND FIELD-LOCATED UTILITIES AND REPORT ANY DISCREPANCIES TO THE ENGINEER IMMEDIATELY. THE ENGINEER 4. PRIOR TO INSTALLATION OF THE DEWATERING SYSTEM,PROVIDE THE ENGINEER WITH A SCHEDULE OF DEWATERING PROCEDURES. DEWATERING SCHEDULE AND cu CL C13 NOT TO SCALE NOT TO SCALE ASSUME$NO RESPONSIBILITY FOR DAMAGES INCURRED AS A RESULT OF UTILITIES OMITTED, INCOMPLETELY OR INACCURATELY PROCEDURES ARE SUBJECT TO THE LOCAL AUTHORITY AND ENGINEER'S REVIEW AND APPROVAL AND SHALL INCLUDE AT A MINIMUM THE FOLLOWING INFORMATION:SHOWN. THE CONTRACTOR MUST MAINTAIN ACCURATE RECORDS OF THE LOCATION AND ELEVATION OF ALL WORK INSTALLED AND .0 EXISTING UTILITIES FOUND DURING CONSTRUCTION FOR THE PREPARATION OF THE AS-BUILT PLAN., A. THE PROPOSED TYPES OF DEWATERING SYSTEMS;PERFORATED HDPE/PVC PIPE OR PUMP DISCHARGE TO B. ARRANGEMENT,LOCATION AND DEPTHS OF SYSTEM COMPONENTS; 0 WHERE IN PAVEMENT ADD A 24"x 24"CEMENT DEWATERING SYSTEM C. COMPLETE DESCRIPTION OF EQUIPMENT AND INSTRUMENTATION TO BE USED INCLUDING INSTALLATION,OPERATION AND MAINTENANCE PROCEDURES; MATCH THE PRE-CAST PERFORATED PUMP CAGE 7. COORDINATE AND MAKE ALL CONNECTION ARRANGEMENTS WITH UTILITY COMPANIES,AS REQUIRED.CONCRETE COLLAR AROUND THE ENTIRE ADJUSTABLE PROPOSED SURFACE 0 U) D. TYPES AND SIZES OF FILTERS(IF APPLICABLE); 0- BOX LEVEL WI PAVEMENT BINDER COURSE, 8. THE CONTRACTOR MUST MAINTAIN ALL EXISTING UTILITIES IN WORKING ORDER AND FREE FROM DAMAGE DURING THE ENTIRE DURATION Q. >1 XISTING GRADE E. DESIGN CALCULATIONS DEMONSTRATING ADEQUACY OF THE PROPOSED SYSTEM AND EQUIPMENT;AND :3 F. PROVISIONS AND METHODS OF SEDIMENT REMOVAL AND DISPOSAL OF WATER. U) OF THE PROJECT. REPAIR ANY DAMAGE TO EXISTING UTILITY LINES OR STRUCTURES INCURRED DURING CONSTRUCTION OPERATIONS 0 0 TO SUIT AT NO COST TO THE OWNER. THE CONTRACTOR I RE P N IBLE FOR ALL COST RELATED TO THE REPAIR OF UTILITIES. EXCAVATION G. ALL PERMITS REQUIRED FOR THE WORK,IF NECESSARY. CU 0 .2 NON-PAVEMENT ADD CONC. 2'MIN.L REQUIRED WITHIN THE PROXIMITY OF EXISTING UTILITY LINES MUST BE DONE BY HAND. C\I C) 0 0 0 0 0 U) 0 -,I-)COLLAR LEVEL W/GRADE 5. FURNISH ALL MATERIAL/PRODUCTS REQUIRED TO ADEQUATELY PROVIDE DEWATERING WITHOUT DAMAGE TO SURROUNDING PROPERTIES,EXISTING UTILITIES,ANID/OR LZ -0= 6 C-)0 0 0 0 Co 9. COORDINATE ALL TRENCHING WORK WITHIN ROADWAYS WITH THE PROPER LOCAL&STATE AGENCY. THE CONTRACTOR IS RESOURCEAREA. SUBMIT ALL PRODUCTS AND MATERIALS TO THE ENGINEER FOR REVIEW AND APPROVAL.ADJUSTABLE VALVE BOX NATIVE 0 0 0 0 RESPONSIBLE FOR ALL TRENCH SAFETY INCLUDING ANY LOCAL AND/CIR STATE PERMITS REQUIRED FOR THE TRENCH WORK. IF THIS M C:WITH COVER TO GRADE MATERIAL <0 0 0 0 WORK IS REQUIRED TO OCCUR OUTSIDE T14E AGREED UPON HOURS OF OPERATION FOR THE FACILITY,THE CONTRACTOR MUST PLAN 6. INTERCEPT AND DIVERT SURFACE WATER RUNOFF AWAY FROM EXCAVATIONS THROUGH THE USE OF DIKE C �a co a S URB WALLS,DITCHES, C) ACCORDINGLY.:1 0 0 0 0 PES,SUMPS OR OTHER APPROVED MEANS. C_ E: S2 GRAVITY SEWER ;1�11 0 0 0 C:> C:) M 0 10. SAWCUT ALL TRENCH WORK WITHIN EXISTING PAVEMENT AS INDICATED ON THE DRAWINGS. BACKFILL AND COMPACT TRENCH WORK AS IF PUMPS ARE USED THE PUMP INTAKE LINE SHOULD NOT BE ALLOWED TO SETTLE TO THE BOTTOM OF THE EXCAVATION OR DEWATERING SUMP.7. C:) >, M i0 co a- U_ INDICATED ON THE DRAWING AND IN THE SPECIFICATIONS. IF SETTLEMENT OCCURS DUE TO INADEQUATE COMPACTION,AS C: DETERMINED BY THE ENGINEER,WITHIN,THE WARRANTY PERIOD,CONTRACTOR IS REQUIRED TO REMOVE,PATCH AND REPAVE AFTER 8. PROVIDE AND MAINTAIN HOLDING AREAS/TEMPORARY SETTLING BASINS OF ADEQUATE SIZE TO COLLECT AND PREVENT SURFACE AND SUBSURFACE WATER SEEPAGE FROM ONE COMPLETE 12-MONTH CYCLE. ENTERING THE EXCAVATIONS. DIVERT THE WATER TO SETTLING BASINS OR OTHER APPROVED EQUIPMENT REQUIRED TO REDUCE THE AMOUNT OF FINE PARTICLES BEFORE iWELL COMPACTED DEWATERING PUMP(S) TO SUIT BACKFILL AROUND SEE NOTES DISCHARGE INTO DRAINAGE PIPES AND NATURAL WATER COURSES. IF A DRAINAGE SYSTEM OR WATER COURSE BECOMES BLOCKED DUE TO DEWATERING OPERATION,IT(95% .2',MIN.L IMPORT ONLY CLEAN MATERIAL. MATERIAL FROM AN EXISTING OR FORMER 21 E SITE AS DEFINED BY THE MASSACHUSETTS MUST BE CLEANED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. ANY ENFORCEMENT ACTIONS OR FINES RESULTING FROM IMPROPER DEWATERING C\1 VALVE BOX CONTINGENCY PLAN 310 CIVIR 40.0000 WILL NOT BE ACCEPTED. AND/OR DISCHARGE OF TURBID WATER AND SEDIMENT TO PROTECTED AREAS ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR.C) PROCTOR)GATE VALVE 61' WASHED STONE 12. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO ESTABLISH AND MAINTAIN ALL CONTROL POINTS AND BENCHMARKS DURING BASE NOTES: 9. ACCOMPLISH DEWATERING IN ACCORDANCE WITH THE MEANS AND METHODS SUBMITTED AND APPROVED BY THE ENGINEER. KEEP THE ENGINEER ADVISED OF ANY COMPACTED BASE FITTINGS AS REQUIRED CONSTRUCTION INCLUDING BENCHMARK LOCATIONS AND ELEVATIONS AT CRITICAL AREAS. COORDINATE WITH,THE ENGINEER THE CHANGES REQUIRED TO ACCOMMODATE FIELD CONDITIONS AND,ON COMPLETION OF THE DEWATERING SYSTEM INSTALLATION,REVISE AND RESUBMIT THE INFORMATION 1. ALL EQUIPMENT IS TEMPORARY AND MUST BE REMOVED AFTER USE. STONE AND/OR NATURAL LOCATION OF ALL CONTROL POINTS AND BENCHMARKS. REQUIRED TO SHOW THE INSTALLED SYSTEM.MATERIAL CAN REMAIN.2.1 PUMP LOCATION TO SUIT WORK. PUMP SIZEMP TO SUIT SITE REQUIREMENTS. MULTIPLE PUMPS Y 13. SITE LAYOUT SURVEY REQUIRED FOR CONSTRUCTION MUST BE PROVIDED BY THE CONTRACTOR AND PERFORMED B A A. PERFORM DEWATERING OPERATIONS TO LOWER THE GROUNDWATER LEVEL IN EXCAVATIONS AS REQUIRED TO PROVIDE A STABLE,DRY SUBGRADE FOR THE TO BE INSTALLEDWHERE NECESSARY.3. PUMP CHAMBER SIZE TO BE DETERMINED BASED ON PUMP DIMENSIONS. EGISTERED ROFESSIONAL LAND SURVEYOR. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING WITH THE , PROSECUTION OF THE PROPOSED WORK.0 SURVEYOR FOR ALL SITE SURVEY WORK. CD 4. ' FINAL DEPTH TO BE DETERMINED BY CONTRACTOR BASED ON EXISTING GRADE. B. MAINTAIN DEWATERING OPERATIONS IN A MANNER THAT PREVENTS BUILDUP OF EXCESSIVE HYDROSTATIC PRESSURE AND DAMAGE TO STRUCTURES,AND THE 14. MAINTAIN ALL GRADE STAKES SET BY THE SURVEYOR. GRADE STAKES ARE TO REMAIN UNTIL A FINAL INSPECTION OF THE ITEM HAS GATE VALVE INSTALLATION DETAIL DEWATERING SUMP DETAIL, SUBGRADE. 0 cc BEEN COMPLETED BY THE ENGINEER. RE-STAKING OF PREVIOUSLY SURVEYED SITE FEATURES IS THE RESPONSIBILITY(INCLUDING NOT TO SCALE COST)OF THE CONTRACTOR. 'NOTTO SCALE 06 C. DO NOT ALLOW WATER TO ACCUMULATE IN EXCAVATIONS. CONTRACTOR SHALL PROVIDE AND MAINTAIN AT ALL TIMES AMPLE MEANS AND DEVICES TO REMOVE C:>c')PROMPTLY,AND TO,I DISPOSE OF PROPERLY,ALL WATER ENTERING EXCAVATIONS AND TO KEEP THEM DRY UNTIL THE PROPOSED WORK IS COMPLETED. 10 8, 15. UNLESS OTHERWISE INDICATED ON THE DRAWINGS AND/OR IN THE SPECIFICATIONS,ALL SITE CONSTRUCTION MATERIALS AND C14 CO 04 METHODOLOGIES ARE TO CONFORM TO THE MOST RECENT VERSION OF THE MASSACHUSETTS DEPARTMENT OF TRANSPORTATION co C-_D. DO NOT DISCHARGE WATER TO PROTECTED ENVIRONMENTAL RESOURCES WITHOUT TREATMENT TO REMOVE SUSPENDED SOLIDS AND SEDIMENTS. a) co PUMP HOSE Required STANDARD SPECIFICATIONS(THE MASSACHUSETTS HIGHWAY DEPARTMENT 1988 STANDARD SPECIFICATIONS FOR HIGHWAYS AND' << 00 co Flow Rate S urf ace Area Length/Width=2:1 BRIDGES,THE 2002 SUPPLEMENTAL SPECIFICATIONS,AND THE 2005 STANDARD SPECIAL PROVISIONS) CD CD(FROM DEWAT TER TO INUNDATE NEW CONCRETE AND NEW 2 ERING SUMP PIT) E. DO NOT LAY PIPE AND/OR MASONRY IN WATER. DO NOT ALLOW WA BRICK MASONRY WITHIN 48 HOURS AFTER Q(gpm) Q(W/s) As(ft') L(it) W(f t) 0- CN INSTALLATION. PLACE BACKFILL PROMPTLY OR IMPLEMENT OTHER APPROVED METHODS TO PREVENT THE POSSIBILITY OF FLOTATION OF PIPE OR STRUCTURES U) hi 25 0.0565 131.86 16.24 8.14 16. PROVIDE ALL CONSTRUCTION SERVICE IN ACCORDANCE WITH APPLICABLE LAWS AND REGULATIONS REGARDING NOISE,VIBRATION, 0 _0 C AFTER INSTALLATION. so 01130 263.82 11.48 DUST,SEDIMENTATION CONTAINMENT,AND TRENCH WORK. 5 cl� C 0'527. 16.24 -r CD Co I- co CU 100 0.2225 1 54 32.48 U) M W a- U_ 0 791.36 39.80 19,88 INSTALL GEOTEXTILE OC) 150 0,3355 1 17. COLLECT SOLID WASTES AND STORE IN A SECURED DUMPSTER. THE DUMPSTER MUST MEET ALL LOCAL AND STATE SOLID WASTE R NOTES C) 200 0.4450 1055.19 45.93 22.97 FIL ER BAG AT END OF Registration:MANAGEMENT REGULATIONS.TO BE 250 0.5580 1318.90 51.35 25.69 PUMRLHQ@� I I I LO 1. UNLESS OTHERWISE NOTED,ALL SYSTEM COMPONENTS AND CONSTRUCTION METHODS SHALL BE IN ACCORDANCE WITH THE STATE ENVIRONMENTAL CO DETERMINED 300 0.6674 1582.73 56,27 28.12 3.5'MIN ICL DIE.C) 18. RESTORE ALL SURFACES EQUAL TO THEIR ORIGINAL CONDITION AFTER CONSTRUCTION IS COMPLETE PER SPECIF ATIONS. LEAVE ALL BY FLOWRATE 350 0.7805 1846.44 '60.76 30.38 ANY CHANGES TO THIS PLAN MUST BE APPROVED BY THE ENGINEER AND LOCAL BOARD OF HEALTH. Or w4,S,, OF a # AREAS NOT DISTURBED BY CONSTRUCTION IN THEIR NATURAL STATE. TAKE CARE TO PREVENT DAMAGE TO SHRUBS,TREES,OTHER 6 32.48(SEE TABLE) 400 0,8899 2110.26 !26 9 LANDSCAPING AND/OR NATURAL FEATURES. WHEREAS THE PLANS DO NOT SHOW ALL LANDSCAPE FEATURES,EXISTING CONDITIONS 2374.09 618 34.45 VAI FIU E124 2637.80 1 72.64 1 36.32 MUST BE VERIFIED BY THE CONTRACTOR IN ADVANCE OF THE WORK. 3. THIS PLAN IS INTENDED FOR THE INSTALLATION OF A TIGHT TANK ONLY. LEE 12"DIA SEDIMENT 19. REGULARLY INSPECT THE PERIMETER OF THE PROPERTY TO CLEAN UP AND REMOVE LOOSE CONSTRUCTION DEBRIS BEFORE IT LEAVES 4. THE OWNER SHALL CONTRACT WITH A PUMPING COMPANY FOR SYSTEM PUMPING. CIVIL ILT SOCK STAKED 2824 TIE HOSE,TO WOODEN STAKES THESITE PROMPTLY REMOVE ALL DEMOLITION DEBRIS FROM THE SITE TOAN APPROVED DUMP SITE. No. IN PLACE , ORIENT CONTAINMENT AREA SO THAT BOTTOM OF 5, INSPECT THE TIGHT TANK ON A MONTHLY BASIS AND PUMP AS NECESSARY.(SEE ETAIL) 20. ALL TRUCKS LEAVING THE SITE MUST BE COVERED.v THE CONTAINMENT AREA SLOPES DOWN TOWARD WATERPROOF LINER(WATERPROOF THE SU 6. PROVIDE WATERTIGHT SEALS BY USE OF NON-SHRiNK GROUT AT ALL POINTS WHERE PIPES ENTER OR LEAVE ANY CONCRETE STRUCTURES.CTI,ON HOSE,Co '! L I I 11 I .L TARPAULIN OR CONTINUOUS SHEET OF, DO NOT WASH ANY CONCRETE TRUCKS ONSITE. REMOVE BY HAND ANY CEMENT OR CONCRETE DEBRIS LEFT IN THE DISTURBED AREA.POLYETHYLENE)DRAPED OVER UNDER SILTL CROSS-SECTION 7. USE SCH.40 PVC PIPING WITH WATERTIGHT JOINTS UNLESS OTHERWISE NOTED ON PLAN. ALL PIPE SHALL BE PLACED ON A COMPACTED FIRM BASE.S Lo SOCK AND OVER UPGRADIENT STRAWBALE 22. BURIAL OF ANY STUMPS,SOLID DEBRIS,AND/OR TONES/BOULDERS OLINSITE IS PROHIBITED. DO NOT USE ROAD SALT OR OTHER DE-ICING CHEMICALS ON THE ACCESS ROADWAY. 8. A HIGH WATER TABLE IS ANTICIPATED,THE CONTRACTOR SHALL PROVIDE A DEWATE STRUCTIO RING PROTOCOL PRIOR TO CON N(SEE DEWATERING NOTES). TRAWBALE SEDIMENT BARRIER Project Number: SIfeet_0 NOTE:,TO BE _ 1 NUMBER OF BALES MAY VARY DEPENDING ON SITE CONDITIONS. 23. AT THE END OF CONSTRUCTION,REMOVE ALL CONSTRUCTION DEBRIS AND SURPLUS MATERIALS FROM THE SITE.PERFORM A 9. ALL SEPTIC COMPONENTS SHALL BE INSTALLED WITH MAGNETIC WARNING TAPE.Q) 17029 2 of 2 DETERMINED 2. THE BASIN TO BE SIZED TO PREVENT WATER FROM OVERTOPPING THE STRAWBALES. THOROUGH INSPECTION OF THE WORK PERIMETER. COLLECT AND REMOVE ALL MATERIALS AND BLOWN OR WATER CARRIED DEBRIS BY FLOWRATE 3. INLET HOSE INTAKE TO NOT SETTLE TO THE BOTTOM OF THE EXCAVATION AND SHOULD BE BE FROM THE SITE. 10. THE TIGHT TANK SHALL BE APPLIED WITH 2 COATS OF DAMP PROOFING OR BITUMINOUS MATERIAL.INSTALLED IN AN EXCAVATED SUMP PIT FI LLED WITH CRUSHED STONE.(SEE TABLE) Sheet Number: E 11. 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L I I I I I 11 I I __ I I I I I ,TO SIDE OF BUILDING I L L I � I I I L I I L I � . : I- I I L I I BUILDING � I I I � I I L I I I I L L � - T_ I L I 11 I I � I 11 I 11 L I I . I I I I I I L 11 I INV. 4.00' . I EXISTIj�G SEPTIC TANK-AND LEACHING PIT TO I I I I � � I C) I � I 'L L I I L , I I � i . I I I I L ! L I CN L I I I I I I I I L 1 .11 . I I I I TOP OF TANK=EL. 5.74 REMAIN IN USE UNTIL SYSTEM FAILURE . I LL �: i :L I I -_ I I I I I I I I I L I I I LL � I 0 1 1 1 1 1 L , I I L L I I BULL RUN ,VALVE . . I I C) � 4- I � I . I I I i L CN I I I I . I I 11 L . M 0 1 L I I I I I I I I . L I I I I L I I (NORMAL FLOW TO EXISTING SEPTIC) 1 1 1 L I I I I I C C14 : a) I I L I I L L L I I I I . I I I � I I L ..= - . I 0, I I . I I I I I . I I CAPE COD ALARM UNIT INSTALLED AT INV. 4.49 I CLEANOUT I I I I I a) L L I I I (D -0 L . L_ I L I L, I I IL I .L LL I BUILDING FOR REMOTE MONITORING I L I 1, � I I I I I I I I I I I I (D E L : a- I I I L I I I . I I I I L I I I . L I I I 0 L i I __:� L . 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I I I I I : I I I L 0 ," E .�? : -_ L I L I L I I I L I I I I I 1 :3 co M M � . I L0 5/1/2016 1 1 1 . I I . I L I I L I I U) in M >- 0 1 1 � L L I I L I L L 0 10/1/2015 L 153 1 300,000 1,961 1,471 L I I I I I �_ L I L I I I L I Registration: I . N I I I I I I L I I 11 I I I IT- 5/1/2015 1 1 1 1 1 i I 11 I I I I I : L I L I- --- - ­_ IL . L I ! I I I ,." � I -b 10/1/2014 153 330,000 1 2,157 L 1 1,618 - L I I IL L L I I I I I I .I I . � L ".,,., I I Q) 1 5/1/2014 1 1 1 1 1 1 11 I I I I I I L I I I I %%OF I'L A.- I I I I I � I , I : L (_ I I I I I I I I L �, I L � I I .r MAx-330,000 2,157 L 1 1,618 - -31235 . I I L I I L L I . I I I . Plu I 0- I, 11 I I I I I I I I I I : I , RAPHI ALE I I I I I MIN 244,000 1,595 1,196 2,392 1 1 1 1 1 3 a I - � 1, I i I I I I I L I I I I I : : I L I I I 0M ! I I I , AVG 291,333 4 1,428 1 2,856 1 1 L. I L I I I I 10 0 1 5 10 20 40 � I I =1 190 . I � L I L I L I No.4" 1 . L I . I,- L I I 1.� I I I : '. 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