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Home My WebLink About0098 VANDUZER ROAD - Health 98 Vanduzer Road ri Barnstable A=352 -061 V o j_ , pFy Barnstable Town of BarnstableAHm vdceC,ty &1RIY'J'fA81rE. " Board of Health '°rib ram' 200 Main Street, Hyannis MA 02601 2007 Office: 508-862-4644 Wayne Miller,M.D. FAX: 508-790-6304 Paul Canniff,D.M.D, Junichi Sawayanagi July 14;2008 Mr. Peter McEntee, P.E. Engineering Works 12 West Crossfield Road Forestdale, MA 02644 -RE: 98 Vanduzer Rd ad: d—' A - 352`061 Dear Mr. McEntee, You are granted variances, on behalf of your client, Harold Gramse, to construct an onsite sewage disposal system at 98 Vanduzer Road, Cummaquid.. The variances granted are as follows: Section 360-1, Town of Barnstable Code: To install a soil absorption system seventy-six (76) feet away from a, wetland, in lieu of the one-hundred (100) feet minimum setback required. Section 360-1, Town of Barnstable Code: To install a septic tank seventy-seven (77) feet away from a wetland, in lieu of the one-hundred (100) feet `minimum setback required. Section 360-1, Town of Barnstable Code: To install a pump chamber sixty-four (64) feet away from a wetland, in lieu of the one-hundred (100) feet minimum setback'required. 310 CMR 15.405: 'The provide six (6) feet of soil cover over the septic tank, in lieu of the three (3) feet maximum soil cover allowed. 310 CMR 15.405: The provide six (6) feet of soil.cover over the,pump chamber, in Lieu of the three (3) feet maximum soil cover allowed.. 310 CMR 15.405: To install the inlet and outlet pipes less than twelve (12) inches above the groundwater table. Q:\WPF[LESWcEntee98VanduzerRoadVariances.doc 31� CMR 15.405: To perform a sieve analysis in Iieu of:the-requirement to perform a percolation test. The variances are granted with the following conditions: (1) No more than six (6).bedrooms maximum are authorized afthis property. Dens,- study rooms, offices, finished attics, sleeping lofts, and similar-type rooms are considered "bedrooms" according to the MA Department of'Environmental Protection: (2) The applicant shall record a properly worded ideed restriction, signed by the owner of the property, at the Barnstable County Registry of Deeds restricting the property to six (6) bedrooms maximum. A copy of the recorded deed restriction shall.be submitted to the Health Inspector prior to obtaining a disposal works construction permit. . (3) The septic system shall be iinstalled in strict accordance 'with the.engineered "plans dated May 10, 2008. , (4) The designing engineer shall supervise the construction of the onsite sewage disposal system and shall certify in.writing to the Board of Health.that the-system was installed in substantial compliance with the submitted plans dated May 10, 2008. (5) These variances expire three (3) years from the date of the variance decision' letter. It is the.applicant's responsibility to obtain.'a'disposal works construction permit within the three year period: . These variances are granted because 'physical constraints at the site severely restrict the location of a soil absorption system,`due to it's ',close. proximity to wetlands and • high groundwater conditions. The proposed new system appears to be designed to meet the maximum feasible compliance standards contained within the State Environmental Code, Title V. Sin ely you 4.1 yn Miller, M.D. Chair an =. ' Q:\WPI'ILES\McEntee98VanduzerRoadVariances-doc 4 1' DATE: 3 aot tl •rl S� FEE: ► BAMWABM NAM 039.�� REC. BY Town of Barnstable s SCHED, DATE• 6 p�Va Board of Health ' 200 Main.Street,Hyannis MA 0260.1 Office: 508-862-4644 Wayne A.Miller,M.D. FAX: 508-790-6304 Paul J.Canniff,D.M.D. VARIANCE REQUEST FORM LOCATION Property Address: r O-Z y Assessor's Map and Parcel Number:.�s2 'd ( Size of Lot: Z 2 2 7 S•.F ` Wetlands Within 300 Ft. Yes _� Business Name: No . Subdivision Name: APPLICANT'S NAME: W ape id V"'<<t•"'�S-P Phone Did the owner of the property authorize you to represent him or tier? Yes No PROPERTY OWNER'S NAME CONTACT PERSON *' " Name: NA eo Name:(� f'e+e r PkC.fin f-e-c Address: f.o•13.A Z 1 b , Cur+tlh qgT•�/4 A Address: T':f.(d Q ZG 3 1--Oc-est-AC Lt miq Q ZC,yy Phone: Phone: VARIANCE FROM REGULATION(Last Reg.) REASON FOR VARIANCE(May attach if m6llre space needed) 3►o cM a 157.4 015s ; C � NATURE OF WORK: House Addition C3 00000 House Renovation ❑ Repair of Failed Septic System` a4 -.t i j...1.. Checklist (to be completed by office staff-person receiving variance request application) _ --•• � Please submit copies in 4 separate completed sets. i _ Four(4)copies of the completed variance request form Four(4)copies of engineered plan submitted(e.g.septic system plans) 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 (forTitle 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/leasee only], 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 Wayne Miller,Chairman M NOT APPROVED Paul J.Canniff,D.M.D. REASON FOR DISAPPROVAL I C:\Documents and Settings\decollik\Local Settings\Temporary Internet Fi1es\0LK1\VARIREQ.D0C f R Engineering Works 12 West Crossrield-Road, Forestdale, MA 02644 TeffFax(508)477-5313 March 21 2008 Re: 98 Vanduzer Road, MA (Assessors Map 352, Parcel 61) Construction Title 5 Septic System r Dear Board Members: On behalf of my client, Dr. Harold Gramse, I am requesting the following variances under maximum feasible compliance for a septic upgrade at the single family residence: • 310:CMR 15.405(b)(i) & 0)— CONTENTS OF LOCAL UPGRADE APPROVAL 1. A 3' variance to the maximum cover requirement, for 6' of cover over the septic tank. 2. A 3' variance to the maximum cover requirement, for 6' of cover over the pump chamber. 3. A variance for sieve analysis in lieu of percolation test. 4. A reduction to the requirement of a 12" separation between inlet and outlet pipes servicing the septic tank and pump chamber and high groundwater. Watertight sleeves shall be pre-installed on septic tank and pump chamber inlet and outlet and clamped to pipes. • LOCAL REGULATION, Chapter 360, Article 1 — Setback.Requirements 1. A 24' variance, S.A.S. to wetland, for a 76' setback. 2. A 23' variance, septic tank to wetland, for a 77' setback. 3. A 36' variance, pump chamber to wetland, for an 64' setback. All variance requests are being made due to the site constraints imposed on the project. Sincerely, Peter T. McEntee P.E. IGNITED STATES?,Q8. �Y R I � } Y Eirai rI�� I�Rai6�; rt • 4y4 °�jNW.�ae;r'yy P�iq 1.. M1✓j t:y�• o-"+*4m .r'errJ'S 1�v l7�-.1V,eornn • Sender: Please print your name, address, and ZIP+4 in this box • q � Engineering Works 12 West Crossfield Road i Forestdale, MA 02644 I I I SENDER: COMPLETE THIS SECTION COMPLET E THIS SECTION ON DELIVERY ■ Complete items 1,2,and 3.Also complete A. Sig lure item 4 if Restricted Delivery is desired. ❑ gel III_ Print your name and address on the reverse X -, W"'A ressee so that we can return the card to you. ce d by(Pri to Nam C. Date of Delivery ff Attach this card to the back of the mailpiece, / or on the front if space permits. Llkjl D. Is delivery address ifferent from item 1? El`Fes 1. Article Addressed to: If YES,enter delivery address below: ❑No Prop ID:352061 GRAMSE,HAROLD W TR& GRAMSE,ANNA BELLE TR P O BOX 216 £ 3. Service Type CUMMAQUID,MA 02637 ErCertified Mail ❑Express Mail ❑Registered ❑ Return Receipt for Merchandise -—-- - ❑Insured Mail ❑C.O.D. 4. Restricted Delivery?(Extra Fee) ❑Yes 2. Article Number l 7l F D3 i D 2 2 0110001 7844 915,5 z (Transfer from service labe z i :r r r s a r i r r r k s r ! FS Form 3811,February 2004 Domestic Return Receipt 102595 02 M-1540 . J UNITED STATES 1 ul ID A f. • Sender: Please print your name, address, and ZIP+4 in this box • I I I I I - Engineering Works I ill West Crossfield Road Forestdale, MA 02644 N � I I I I I I SENDER: COMPLETE THIS SECTION COMPLETE THIS SECTION ON DELIVERY ■ Complete items 1,2,and 3.Also complete A. Sign item 4 if Restricted Delivery is desired. X nt ■ Print your name and address on the reverse Y 7- d resse so that we can return the card to you. B. Received by(Printed Nam) C. Dat?.of liv ■ Attach this card to the back of the mailpiece, �� 3 or on the front if space permits. D. Is delivery address different from item 1? ❑Ves 1. Artice Addressed to: I If YES,enter delivery address below:. ❑Ao I I KOOPMAN,PARKER M PO BOX 13 CUMMAQUID,MA 02637 II 3. Service Type Certified Mail ❑Express Mail ❑Registered ❑Return Receipt for Merchandise T ❑Insured Mail ❑C.O.D. I 4. Restricted Delivery?(Extra Fee) ❑Yes 2. Article Number, �1, i 17 Q 0'6 ;010 0 1 G0 0 3 3589 9074 (Transfer from service label) N PS Form 3811,February 2004 Domestic Return Receipt 102595-02-M-1540 I° Engineering Works EXISTING FLOOR 'PLAN 12 W. Crossfield Road 98 VANDUZER ROAD, CUMMAQUID, M, Forestdale, MA 02644 Job No. 111 -08 Date: 3/22/08 (508) 477-5313 Page 1 of 1 SLIDERS Li L- KIT. 0600 . LIV. RM, ROOF 0 ROOF BATH g BED RM. CL. SECOND FLOOR SLIDERS JBATTH CHEN ENT:. SLIDER DIN. RM. CL. BEDRMCLGARAGE CL. HALL LIV. RM. CL. CL. BED RM. ' ENT. 'BED RM. ENT. TO CELLAR FIRST FLOOR BED RM. BED RM. LIV. RM. L CL. EC CL CL. B S _ UTILITY HALL O Q DEN INSUFFICIENT UTILITY = SAUN KITCH. WINDOW SIZE HALL CL. VOR EGRESS BASEMENT FLOOR 6 BEDROOMS TOTAL f ' PETER MCENTEE<peter:mcentee@gmail.com> bye. 7}[C - BETA Authorization to represent 2 messages PETER MCENTEE<peter.mcentee@gmaii.com> Sat, Mar 22,2008 at 8:58 PM To: hgramse@comcast.net Hal, The Board of Health requires authorization from the owner for the engineer to represent his/her interests at a public hearing. Please respond with an email granting your permission to represent you at the meeting. Regards, Peter McEntee PE hgramse@comcast.net<hg ramse@comcast.net> Sun, Mar 23, 2008 at 5:27.PM To: PETER MCENTEE <peter.mcentee@gmail.com> To The Board of Health; We authorize Peter McEntee to represent us regarding our septic system @98 Van Duzer Road Cummaquid.MA 02637. Anna Belle and Harold Gramse March 23, 2008 [Quoted text hidden] http://mail.google.com/mail/?ui=2&ik=Odf625939b&view=pt&search=inbox&th=l 18d925... 3/23/2008 Town of Barnstable Geographic Information System March 22,2008 353002 #o 362035CND 352035CN D #299 CN 352035 #38 #10 I[(;t rriC%;jj;:.�<r;i;��:":r.!.:.:::.'%:;);::.:'_::!.'�;:i�i.';%?'::`.':.::,.:';':i,'i_'�;'r'�::::.:<:?.�::�;�.';[f�:'(r,�:::`:%:%:[.''.`„':'f.��'�:','':}:`:��:':':[.C:,°:.�'.':a�i(�'.>:'i:'.?.'.:'.'.;�f:�['i�';':}:�::'.�:�•`�.::�`:�Y.':[[: . 352035 352035CIVf3 #12 #26 352035 352035Ct ....... D . . .... . • ...... ... ...... #265 ' #54 4 .. 352035 352035CNf #271 #64 352 D 352035641 :`:�:.[:'t�:;;:i'::: :':':::''.`:::::: ::. i: .:-i:;_::�.:::;' .'is :`::`.�'::.;::•.;�.' :':%`.:_:_�r'r.•;`r:.'' 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Vd 39o14 #5":° 352015 ........... : #26"" 352059001 #32ZM54 3520590b� ' 352012 dY�r fir: syp t o #105 M 0 3fi2fis Feet I��Illlllllli[•i� tellsw� ' � - uH4s5a E ': DISCLAIMERS:This map is for planning purposes only. It is not adequate for legal Map:352 Parcel:061. Board of Health boundary determination or regulatory Interpretation. Enlargements beyond a scale of Selected Parcel 1'=100'may not meet established map accuracy standards. The parcel lines on this map Abutter List Type-Direct abutters(no set distance)and the properties located 1IY _ are only graphic representations of Assessors tax parcels. They are not true property across the street. Abutters boundaries and do not represent accurate relationships to physical features on the.map Buffer ' such as building locations. ;I;:,�• r �r A Board of Health Abutter List for Map & Parcel( ) s : '352061' Direct abutters (no set distance) and the properties located across the street. Total Count: 4 Close Map &Parcel Owners 0wner2 Addressl Address 2 'Mailing CityStateZip GRAMSE, HAROLD GRAMSE,ANNA CUMMAQUID, 352011 W TR& BELLE TR P O BOX 216 MA 02637 352060 KOOPMAN, PARKER- P 0 BOX 13 CUMMAQUID, M MA 02637 GRAMSE, HAROLD GRAMSE,ANNA CUMMAQUID, 352061 yy TR& BELLE TR P O BOX Z16 MA 02637 CAPE 352062 GRAMSE,JEAN Q R REED GRAMSE TRS 12 CUNNER LANE ELIZABETH, ME 04107 This list by itself does NOT constitute a certified list of abutters and is provided only as an aid to the determination of abutters.If a certified list of abutters is required,contact the Assessing Division to have this list certified.The owner and address data on this list is from the Town of Barnstable Assessor's database as of 3/22/2008. http://www.town.bamstable.ma.us/arcims/appgeoapp/AbutterReport.aspx?type=BOH 3/22/2068 Cape Cod Test Boring Project Boring No. TB1 31 5 Rayber Road, Orleans, MA 02653 Engineering Works (508)240-1000 98 Vanduzer Road Sheet 1 of 1 div. Desmond Well Drilling, Inc. Cummaquid. Driller: Patrick Desmond Boring location: Right side of house Helper: William Urquhart Ground Surface Elevation:. Inspector: Peter Mclntee Date start:3/7/2008 Date.end:3/7/2008 Direct push sampler consists of 4'x 2 3/8"G3 dual tube direct push steel tooling with 4 z 1 Direct push steel tooling:2 3/8"G3 dual tube 1/2"PVC liner with 201 ft lb hydraulic hammer(percussion rate 2200 bpm) Casing Size: N/A Screen Size: N/A Depth Sample (FT) NO PEN/REC DEPTH/FT BLOWS 6" r ti !• ly Sample'Description 0 1 48/18 0-4 Fine silty sand with clay -2 4 2 48/48 4-8 Fine silty sand with clay -6 -8 3 48/48 8-12 Fine silty sand with clay -12 4 48/48 12-16 Fine silty clay; 14'to.16'fine-medium sand -14 -16 5 48/48 16-20 Gray clay -18 -20 6 48/48 20-24 Gray clay -22 -24 7 48/48 24-28 24'to 26' Fine-medium gray sand -26 26'to 28'Gray clay -28 8 48/48 28-32 28'to 30'Silty sand -30 30'to 32'Silty sand with gravel -32 9 48/36 32-36 Fine silty sand -34 -36 10 48/48 36-40 Fine-medium gray sand -38 -40 -42 -44 -48 -48 -50 -52 -54 -56 -58 I -62 . End of boring:40' -64 End of sample: 40' -66 -68 Granular Soils Cohesive Soils Well Installation Key BLOWS/FT DENSITY BLOWS/FT DENSITY Proportions Used � -CONCRETE 0-4 V. LOOSE >2 V.SOFT Trace 0-10% —SAND PACK 4-10 LOOSE 2-4 SOFT Little 10-20% 10-30 M. DENSE 4-8 M. STIFF Some 20-35% Z -SOIL BACKFILL 30-50 DENSE 8-15 STIFF And 35-50% ® -BENTONITE >50 V. DENSE 15-30 V. STIFF -SCREEN >30 HARD N7 -APPROX.WATER CAPE COD TEST BORING BORING N0.TB1 LEVEL down cape engineering,SIEVE SOILS AINALY81S_McAntee_98 Vanduzer Cummaquid.xls DATE OF REPORT: 3/14/08. JOB : GRAIN SIZE ANALYSIS-SIEVE TEST SITE: 98 Vanduzer Rd Cummaquid LOCATION: Engineering,Works TH 36'-40'deep.sample SIEVE ANALYSIS Weight Sample(Grams): 387.7 SIZE RETAINED WT. RET. %-RETAINED; .% PASSED Y(wt an ind.sieveh�sum1-- 1" _0.0' 0.0' _ 0_A%. 100.0% --41' --- ------ 0.0 - 0.0:------- 0.0°!o 100.0% 1 1rr 0.0: 0.0: --0.0%: -- -------100.0% --------------6 7.........0.:,----------0.1%T----- 99.9% 10----- ;--------- .z-7 .......3.6 _ — 09%: .......-- -99.1% .......I----------------I........................ 0 34.8: _ _ 38.4: 9.9%, 90.1% 0 -_�- - ---- -210.1 . . .24$.5r------'-'64.1'/0�- ------------- -35.9% 50 ---;-------------65 7T --_314.2 81.0%; _ ... ............... --� ----- -- - ---------50 8 365.0:--------94.1%: - .-.----... 100------ ------ - --- 9.6�-----374.6� --94----. ...............5.9% ---_»---.»___»-_r.............ti_--___-_------_-i--__---»-----_____---- 00 9.5: 384.1: 99_1%" 0.9%° ---- ---_-___i____-_-____-___.. _�.............r_----_»_ -__K__.__----___-_--�.___ PAN: _ 3.6; 387.7; 100.0%; SAMPLE: -;-___-------387.7 - - ....... __ ---------------------------------- NOTE;TEST ON PASSING#4 ONLY, 1%RETAINED ON#4<45%O.K. RESULTS: SOIL CLASSIFIED AS AASHTO.A-3(GRANULAR,SAND)(UNCOMPACTED) PERCENTAGE OF MATERIAL PASSING#4 SIEVE MEETS #4 1009/6 (TEST ONLY MATERIAL PASSING#4) #5010%-1W/9 #100 0%-20% #200 0%-5% REQUIREMENT FOR"FILL"IN TITLES. A <5%PASSING#200 SIEVE y j of R,gscyG N RESULTS;PERMEABLE MATERIAL-CLASS i<5 MlNJIN.MATERIAL DANIELA o� OJALA NONCOMPACTED CIVIL SOIL DESCRIPTION: SAND ° No.46502 Cape Cod Test Boring Project Boring No. TB2 5 Rayber Road, Orleans, MA 02653 Engineering Works (508)240-1000 98 Vanduzer Road Sheet 1 of 1 div. Desmond Well Drilling, Inc. Cummaqu Driller: Patrick Desmond Boring.location: Left side of drive Helper: William Urquhart Ground Surface Elevation: Inspector. Peter Mclntee Date start:3/7/2008 Date end:3/7/2008 Direct push sampler consists of 4'x 2 3/8"G3 dual tube direct push steel tooling with 4'x 1 Direct push steel tooling:2 3/8"G3 dual tube 1/2"PVC liner with 201 ft lb hydraulic hammer(percussion rate 2200 bpm) 7 Casing Size: N/A Screen Size: N/A Depth Sample _ (FT) NO PEN/REC . DEPTH/FT BLOWS 6" V 6. (�•`7S Sample Description 0 1 48/36 0-4 0'to 1'Fine silty sand -2 Fine-medium-coarse sand A2 48/14 4-8 Fine-medium sand -6 L -8 3 48/36 8- 12 Fine silty sand -12 4 48/48 12-16 Silty brown clay -14 -16 5 48/48 16-20 Gray clay -18 -20. 6 48/48 20-24 Gray clay -22 -24 7 48/48 24-28 Gray clay -26 -28 8 48/48 28-32 Gray clay -30 -32 9 48/36 32-36 Fine silty gray sand -34 -36 10 48/24 36-40 Medium-coarse gray sand -38 -40 -42 -44 -46 -48 -50 -52 -54 -56 -58 -60 -62. End of boring: 40' -64 766 End of sample:40' -68 Granular Soils Cohesive Soils Well Installation-Key BLOWS/FT DENSITY BLOWS/FT DENSITY Proportions Used M -CONCRETE 0-4 V. LOOSE >2 V. SOFT Trace 0-10% 4- 10 LOOSE 2-4 SOFT Little 10-20% -SAND PACK 10-30 M. DENSE 4.-8 M. STIFF Some 20-35% Z -SOIL BACKFILL 30-50 DENSE 8-15 STIFF And 35-50% ® -BENTONITE >50 V. DENSE 15-30 V. STIFF -SCREEN >30 HARD -APPROX.WATER. CAPE COD TEST BORING BORING NO.TB2 Engineering Works 12 West Crossfield Road, Forestdale, MA 02644 Tel/Fax(508)477-5313 ' March 21, 2008 • i Re: 98 Vanduzer Road, MA (Assessors Map 352, Parcel 61) Construction Title 5 Septic System Dear Sir/Mam: Please be advised that an application for variances from the Massachusetts Department of Environmental Protection, Title 5, and Local Regulations have been submitted to the Barnstable Health Department for approval. The following variances are being requested: • 310 CMR 15.405(b)(i) &,U)—CONTENTS OF LOCAL-UPGRADE APPROVAL , 1. A 3.' variance to the maximum cover'requirement, for 6' of cover over the septic tank. 2. A 3' variance to the maximum.cover requirement, for 6' of cover over,the pump chamber. 3. A variance for sieve analysis in lieu of percolation test. 4. A reduction to the requirement of -a12" separabon.betwee,n inlet and outlet pipes servicing the septic tank and pump chamber and high groundwater. Watertight sleeves shall be pre-installed on septic tank and pump chamber inlet and outlet and clamped to pipes. • LOCAL REGULATION, Chapter 360, Article 1 —Setback Requirements 1. A 24' variance, S.A.S. to wetland, for a 76' setback. 2. A 23' variance, septic tank to wetland, for a 77' setback. 3. A 36' variance, pump chamber to wetland, for an 64' setback. The application and plans are available for review at the Barnstable,Health Department, 200 Main Street, Hyannis, MA, Monday through Friday (excluding holidays),from.8:30 a.m. to 4 30 p.m. A public hearing will be held, to discuss the proposed work, on Tuesday, April 8, 2008, at 3:00 p.m. The hearing will be held at the following location: • Town Hall Hearing Room Second Floor 367 Main Street Hyannis, MA f Sincerely, / � • L Peter T. McEntee P.E. ` f Excerpt from May 13, 2008 Boa ealth Minutes: A. Pete . cEntee, Engineering Works, repres ting Harold Gramse, Tru tee — 98 Vanduzer Road, Barnstable, 22, 0 square feet parcel, seve variances due to site constraints (co ued from April meeting). _T Peter McEntee presented a revised plan with the only adjustment being a pressure-dosed plan with the same configurations and with 1 '/4 length laterals. The same variances apply to the revised plan. Upon a motion duly made by Dr. Canniff, seconded by Mr. Sawayanagi, the Board voted to approve the variances on the plan revised and submitted at the Board meeting 5/13/08, with the following condition: a six-bedroom deed restriction recorded at the Registry of Deeds, and submitted to the Health " Division. (Unanimously voted in favor.) I TOWN OF BARNSTABLE LOCATION 9'8 yArynu 2 r-r SEWAGE # 200$- PS 9 VILLAGE CuMn?o►o�ui:o� ASSESSOR'S MAP & LOT a L 1 INSTALLER'S NAME&PHONE NO.: k B E'XCQVQ41 on Sog- '/17- 0493 SEPTIC TANK CAPACITY IS60 Ood s7, - /SOD !Ral Pum12 ChemS LEACHING FACII-TTY: (type) Qm55ure AoSeedl (size) IY X 38 NO.OF BEDROOMS G BUILDER OR OWNER Naralol GM MSC- PER DATE: 7-//-O 8 COMPLIANCE DATE: Separation Distance Between the:. Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility (If any wells exist on site or within 200 feet of leaching facility) 4 Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet Furnished by AI- A-, (� g2- 18 A3- zy A4-..I5 FCAIMIc- FrQA As' 35 B f3s = '�3 C AG- B I,- c� 00 00 On- 31 s 7- 5 D cz-. "T � G No. - FEE COMMONWEALTH OF MASSAC14USETTS Board of Health, I' ;�O/-n S tT4 MA. APPLICATION FOP, DISPOSAL SYSTEM CONSTRUCTION PERMIT Application for a Permit to Construct( ) Repair( ) Upgrade ZAAbandon( ) omplete System 0 Individual Components Location q 8' V pi&1 d,o Owner's Name �te,-q td Map/Parcel# / Address'I. G, 9a-4 Lot# �- C� Telephone# 1'1 y_ Q��-�g 4 26 Installer's Name C7,,Cq-vy,Ra-j Designer's Name ` E Address Address /+ /� / � f{'Q 6 e!r � l' 7 LLCt � �. ��i �i 6 C155 - E� l� Telephone# p� _ 0(, 53 �Zlu y Telephone# 1 r lVoejdctk Type of Building 5,,,1 r 1{ ✓�.�� `_�`es�.�ems. �`pi ( Lot Size Z2, Z?(ci �7—sq.ft. Dwelling-No.of Bedrooms �r� Garbage grinder ( ) Other-Type of Building �4--(M No.of persons Showers ( ),Cafeteria ( ) Other Fixtures )�f� Design Flow (min.required) gpd Calculated design flow Design flow provided gpd Plan: Date ;J-ZI-0 Number of sheets + Revision Date / Title � - S° vh t/q /UT�/ Cum M� uc Description of Soil(s) -5�� SO r v C CJ-- 1 Soil Evaluator Form No.am S gh Name of Soil Evaluatoi(�f MC-1z A f--Ke of Evaluation Ah/' 71 cof DESCRIPTION OF REPAIRS OR ALTERATIONS 6,o 6e4-e -"N-e S— dt CLC1 i-'I ri a Ch The undersigned agrees to install the above described Individual Sewage Disposal System in accordance with the provisions of TITLE 5 and further agrees to not to place the system in operation until a Certificate of Compliance has been issued by the Board of Health. Signe Date 7/1 10 li -2 l 0-f Inspections <'fr.'w'"+fi';AJ.J'�_<'y� a `a' .9..,.. /ty�?.fir...brrr+, .r °�F�"t�<#,� t...�- ,,^''• .+r^.'.^_ ' .*a� �'�r<''df...x� �5n.., ,."L..�'+'t .r"•C:.. . w< No. FEE a l ®1"llWN EALTH OF 1"llASSICI HUSEllTS - r Board of Health, �/� $ Gi�J MA, ~ . APPLICATION FOP DISPOSAL SYSTEM•CONSTRUCTION PERMIT Application for a Permit to Construct(., Repair,( Upgrade(j/) Abandon() - omplete System ❑I.ndividual Components r Location Ua t'!r�t7 2f✓, /�-( ;' Owner's Name L,ro Map/Parcel# Q(p 1.i " /. Address ln.G< OTC . �o Cv M Nt.tc (�� 97+ Lot# /'. 6Sr Telephone#:11 L1;.9 94-l g 9�O D 2&31 Installer's Name- .' �,- ��. �- Designer's Name:�i ✓Gl'I C �� -�T ` S Address �' Address a l ►-e �e�� C� rkstdct Le f`1 12 (N. �uSiO e/d OJOYCA Telephone#. Sz A-" -.aJ � S { Z��{�� ' Telephone* 7- .3.13 I_Crw�41< Type of Building Sl n i� �� /-�.yti< <<� :� 5%.C.a'cei 1 �.h Lot Size. Z2� Z 7�o �—sq.ft. Dwelling-No.of Bedrooms �{s Garbage grinder ( ,) Other-Type of Building �//�}~ No. of persons Showers ( );'Cafeteiia O Other Fixtures {�11. /y Design Flow(min.required) l� �J' gpd .Calculated-design flow �GG Design flow provided �(0�8 gpd Plan: Date-' e2 2� �O R Number of sheets Revision Date Title Fed _(Zf,o f6'•e Su fTNs � � c'G� `7 6 1/4 d u-rx,- i �U�°1 Mg9fJ+ Cf Description of Soil(s) / : S'n ��k yv^ ! 7 �^ Soil Evaluator Form No:f.�',yn S/G h�P Name of Soil Evaluatorl-•f 1 t/ M C-1�/ f--fi to of Evaluation ��G / 1 6 DESCRIPTION OF REPAIRS OR ALTERATIONS fn S" >�G I f C C wryf'f See 4 i C Sy-S ' CCG✓+�cl/�G G �. e<1 t�, %fie Z �rb ' The undersigned agrees to install the above described Individual Sewage-Disposal System in accordance with the provisions of TITLE 5 and further agrees to not to place the system,in operationuntil a Certificate of Compliance has been issued bythe Board of Health. Signe .�L� Date r l i0-�' .. Inspections' No. r �_� .1 FEE /V V COMMONWEALTH Of MASSAC14USETTS r,,, f f Board of Health, G615/14 �T MA. CERTIFICATE OF COMPLIANCE Description of Work:' ❑Individual Component(s) ❑Complete System The undersigned.hereby certi that the Sewage Disposal System; Constructed g y fl' g p y (.),Repaired (✓),Upgraded ( );Aliaridoned.( ) by: _, u ) at Q � ,) l� P ( s i -P has been installed in'accordance with the pro isignyf 310 CNIR 15.00 (Title 5) and the approved design plans/as-built plans relating to applicatio-u No. � / 1, dated`' ��`� ` Approved Design Flow 'IA � .(gpd) Installer. _ 'l C < r� \�7 '`' 1 Desigrier;G{1Cl+ F' ( I n Q ( X) C: Inspecto r„ Date: a The issuance of-flvs permit shal�notjbe construed as a guarantee.that the system will function as designed: . No. �i C�� 1 FEE Board of.Health,dCl r.1 S 'G! �✓�F-. MA.' DISPOSAL .SYSTEM CONSTPUCTION PERMIT Permission is hereby granted to; Construct( ) Repair( �Upgrade( ) Abandon( ) an individual sewage disposal system at 115 V G W I Ezel -1(n aia i P as described in the application for Disposal.System Construction Permit No. PIN— dated _7/)//61� Provided: Construction shall be completed within three years of the date_ of this or, i 1 local conditions must be me Form 1255 Rev.5/96 A.M.Sulkin Co.Boston,MA Date Board of Healtt 07/25/2006 15:03 5084775313 ENGINEERING WORKS PAGE 01 Town of Barnstable 4 . RegWatary Services i l Thomas F.Geiier,Direetur Public Health Dktrit"n Thomas McKean,Director 200 Maid Street,Hyaaais,MA 024M. OTKZ.' 508-862-4U4 F= 508-790-6304 InstaHgr&Deai¢ner Certiilcatlan Form Date: 'z�I 0g Sewage Permit# 2202• 289 As ewr's Mapftml 3:5*Z t�cer gd 2R P 47 catia,�:�-,� - � Installer. Address: 12 tN.Gc�.s 't1d V Address: 1 tj T a 6e r (-A" t , on -7-Ps-o ! x ewJa�Wo� was issued a permit to install a (ate) O C oltrzer 'Roi ` septic system at �� !'t u�Abhsed orr a design draws by ( ) Rkre-Mr- &+-ee dared � Z c Li (designer) I certify that the septic system referenced above was installed substantially according to the degA which may include minor approved changes such m lateral relocation of the distal on box and/or septic tank. 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 eompone it of the septic system)but in accordance with State&Local Regulations. Plea revision or ' certified as-built by designer to follow- 1 OF MqS o� �T� PETER � McENTEty (Inst$Uer's Signstura) CNIL ya,35i09� w �FF.SSfONR1.��G �C.— (Designer's Signature) (Affix Designer's Stamp Here) va.�aPri�llx ..'1N 'ASLL I. C . HEAI..TH DIV[15�[ON. CERT�ICATE OF ('OMPJ.IANt'E NQT Bg D X ffjai, BOO TL"-S I7oRM AND& BUII.T-QU.AU R C _ D BY In B RMIULE P MLIC HEALTH DMSION THANKCYDL - Q Ikatth/SeP wDedgm Ceram Farm 3-26-04.dm f Excerpt from May 13, 2008 Board of Health Minutes: A. Peter McEntee, Engineering Works, representing Harold Gramse, Trustee — 98 Vanduzer Road, Barnstable, 22,280 square feet parcel, seven variances due to site constraints (continued from April meeting). Peter McEntee presented a revised plan with the only adjustment being a pressure-dosed plan with the same configurations and with 1 '/4 length laterals. The same variances apply to the revised plan. Upon a motion duly made by Dr. Canniff, seconded by Mr. Sawayanagi, the, Board voted to approve the variances on the plan revised and submitted at the Board meeting 5/13/08, with the following condition: a six-bedroom deed restriction recorded at the Registry of Deeds, and submitted to the Health . .Division. (Unanimously voted in favor.) >� DoczIP093s973 07-11-2008 2-49 ^� BARNSTABL,E- LAID COURT REGISTRY DEED RESTRICTION WHEREAS, Anna Belle Gramse and Harold W. Gramse, Trustees of the Anna Belle Gramse Nominee Trust, of 98 Van Duzer Road, located in Cummaquid, MA, are the owners of 98 Van Duzer Road, and being shown as Lots 65 &67 on Land Court Plan Number 7353-Q and duly recorded at the Barnstable County Registry of Deeds. WHEREAS, Anna Belle Gramse and Harold W. Gramse as owners of said lots have agreed with the Town of Barnstable Board of Health to a restriction as to the number of bedrooms which can be included on any home built on said lots as a pre-condition of obtaining a disposal works construction permit in compliance with 310 CMR 15.000 State Environmental Code, Title V, Minimum Requirements for the Subsurface Disposal of Sanitary Sewage. WHEREAS, the Town of Barnstable Board of Health, as a pre-condition to granting a Disposal Works Construction Permit for a septic system in compliance with 310 CMR 15.000, State Environmental Code, Title V, Minimum Requirements for the Subsurface Disposal of Sanitary Sewage, is requiring that the agreement for the restriction on the number of bedrooms in any house constructed on said lot be put on record with the Barnstable County Registry of Deeds by recording this document. NOW THEREFORE, Anna Belle Gramse and Harold W. Gramse do hereby place the following restriction on their above referenced land in accordance with their agreement with the Town of Barnstable Board of Health, which restriction shall run with the land and be binding upon all successors in title: 1. 98 Van Duzer Road may have,constructed upon it a house containing no more than six (6) bedrooms. Anna Belle Gramse and Harold W. Gramse agree that this shall be a permanent Deed Restriction affecting the dwelling located at 98 Van Duzer Road, Cummaquid, MA and being shown as Lots 65 & 67 on Land Court Plan Number 7353-Q. Page 1 of 2 d - For title of Anna Belle Gramse and Harold W. Gramse see the following Land Court Certificate Number 127360. Executed as a sealed instrument this day of , 2008. Owner's signature ZLI .4111A Owner's signature U - Owner's signature COMMONWEALTH OF MASSACHUSETTS ` J , ss Date �i , 2008 Then personally appeared the above named �� ), known tome to be the person/s.who executed the following in ment and j 5,;;��• acknowledged the same to be their free act and deed, f re me.KARENJ '�� Notary Publlo Commonwealth of Massaisir� My Gommisaign Expit �: ' October 30,2009 ,, IN 4 My com ission a s: (dat ) BAR COUNTY REGISTRY E DEEDS A TRUE COPY,ATTEST Vz V1 JOHN F.MEADE,REGISTER Page 2 of 2 BARNSTABLE REGISTRY OF DEEDS 7 ToW>n:of Barntable r# Tlepartment oCRegWatory ServiEes r is Public Health Division` Date ` ► Y 200`Main';Strot,Hyannis MA 026/01 r ;Tlme. f rti#' i Soil Suitalblity Assessment for Sewia�e..I 'sasr = Performed B : �C?'V' `c%., i r2R- Witnessed By4CiY1Yt .. � (J� C� . y r LOCATION. GENERAL INFORMATION l.ocetion kddress V a r- Dom,.z t.: Owner's Name �Q 5� C Address Pd Assessor's Ma Parcel Engineer's Name NEW..CONSFRUCTION . R$PAIIt � , Telephone# ACT$ -'77�31 Land..Use 9e5,1;wAK✓\.k--z1c^ .Slopes(%) Z - Surface.Stones Distanca§from: Open Water Body f ft Possible Wet Area ��f tt Drinking water Wyil i Drainage Way_. i ft. Property1ne. l.. — ft Other ft SKETCI t name,dimensions of lot,enact locations of test holes-&:pere tests,locate wetlands n p s(Stree roxitnity=to holesj' ':��ruw:..�.....- - ,..-ram- .. - :.:V:'-- ":...�...-s,...c.:•. ... .. i • �3z- �i6—i ' Parent material(geologic) ��`G'4 l / +,/I CIV .Depth to Bedrock Depth.to Groundwater. Standing Water in Hole: ,t006ffevr11-f-d Weeping from Pit Put �.. Estimated Seasonal High Groundwater DETERMINATION FOR SEASONAL HIGH.WATER Method.Used m QN)77J /V fir- (A1c:✓GL (N L l� Depth Observed standing in obs,hole: In, Depth ao still mop in Depth.to weeping fiom.side of obs.hole: in, Gmundi ater Att)urlment it Index Weil Reading Date: Index Weit level Adj.&gkpr.,,,,.,�.;A f3kf? a yei PEACOLATZo Observation Hole:.# • Tune at 4" r Depth of Pero i r Tim 'rime 9"-6") 'Start Pre-soak ® A-�-��S IJ' � End Poe — .soak Rate Min Mch o Site Suitability Assessment: Site l?assed Sita,Pniled: Additional Testing NeeOl/l+l)e (1 original: Public.Heaith:Division Observlition Hole Data To Be Completed ***If percoY:3tiontest into be conducted within.100'' of wetland,you mast fist lr> >2 Barnstable Consett-vation Division at least one(1)Week prior to beginning. n.kne�rrrwoonnnou nnr DEEP OBSERVATION HOLE LOG Hole#Tom_ Depth from Soil Horizon Soil Twcturc Soil Color Soil'' Other Surfaet(ia) (USDA) (IVlunsell) Mottling tote,S040s;Boulders. r� L )a Its: r A D QBO ERVATION HOLE LOO �-- De�tfi from Soil Horizon . Soil Texture. Soil Color Soil p Surface in : ;(USDA) (Mpnecll) Mottling (Structure;Stones,Boulders; r s I6 �d 41 D +" P ORSERVATTOI HOLE LOG Hole# � tiilr�llsrizoa Soil Texture`: Soil Color Soil p ` (USDA) (Munsell Mottlin > ) g (Stnicturo,$tor*;Boulders. I I /V/�- T. 1PBSRVATION HOLE LOG Hole# 3 Depth from . Sol4 Fi dzon Soil Texture Soil Color Soil . Othec` Surface{ T (USDA ) . (Munsell) Mottling (Structutro,3(O►es,Qouldors. , 2-SYs , Flood•Itrsurancg Ra�:� Abovei6yt!ar fltwt("boundary' No Yes x ' withItr3(iD yoar boudaary Yes No WIttili t' I+ r OW boundary No Yes .. - D�eAth o�I<1a it 11y Qc rr D Ferylous�,MPAVI,a1 Dbe of 1easY dour feet oi}naturall occur in �w 1f y g pervious material exist to all arexs.observe, ` hrpughout area:proposeii for�the sotl absorption system? �� Ifnot,what s the depth of naturally occurring pervious material? I certi thaCon fY (date)I have passed the soil evaluator examination approved by the Departnrent of Environmental Protection and that the above an was performed by me consistent wtfi e required aim xper6 a and experience.described in 10 CM 15.017. Signature Date:- — —' Q tom' Q.1$EI'TIC�F$1��F�1v1bbC � f Cape Cod Test Boring Project Boring No. T62 5 Rayber Road,Orleans, MA 02653 Engineering Works (508)240-1000 98 Vanduzer Road Sheet 1 of 1 div. Desmond Well Drilling, Inc. Cummaquid Driller: Patrick Desmond Boring location: Left side of drive Helper: William Urquhart Ground Surface Elevation: Inspector: Peter Mclntee Date start: 3/7/2008 Date end: 3/7/2008 Direct push sampler consists of 4'x 2 3/8"G3 dual tube direct push steel tooling with 4'x 1 Direct push steel tooling:2 3/8"G3 dual Tube- 1/2"PVC liner with 201 ft lb hydraulic hammer(percussion rate 2200 bpm) Casing Size: N/A Screen Size: N/A Depth Sample _ (FT) NO PEN/REC . DEPTH/FT BLOWS 6" , �j. l •`7� Sample Description 0 1 48/36 0-4 0'to.1'Fine silty sand -2 Fine-medium-coarse sand -4 2 48/14 4-8 Fine-medium sand -6 -8 3 48/36 8- 12 Fine silty sand ;10 -12 4 48/48 12-16 Silty brown clay - -14 -16 5 48/48 16-20 Gray clay -18 -20 6 48/48 20-24 Gray clay -22 -24 7 48/48 24-28 Gray clay -26 -28 8 48/48 28-32 Gray clay -30 -32 9 48/36 32-36 Fine silty gray sand -34 -36 10 48/24 , 36-40 Medium-coarse gray sand -38 -40 -42 -44 -46 -48 - - -50 -52 -54 -56 -58 -60 -62. End of boring: 40' -64 End of sample: 40' -66 -68 Granular Soils Cohesive Soils Well Installation Key BLOWS/FT DENSITY BLOWS/FT DENSITY Proportions Used . -CONCRETE 0-4 V. LOOSE >2 V. SOFT Trace 0-10% -SAND PACK 4-10 LOOSE 2-4 SOFT Little 10-20% 10-30 M. DENSE 4-8 M. STIFF Some 20-35% Z -SOIL BACKFILL 30-50 DENSE 8-15 STIFF And 35-50% ® -BENTONITE >50 V. DENSE 15-30 V.STIFF -SCREEN >30 HARDI -APPROX.WATER CAPE COD TEST BORING BORING NO.T132 I EVE[ s Cape Cod Test Boring Project Boring No. TB1 5 Rayber Road, Orleans, MA 02653 Engineering Works (508)240-1000 98 Vanduzer Road_ Sheet 1 of 1 div. Desmond Well Drilling, Inc. Cummaquid Driller: Patrick Desmond Boring location: Right side of house Helper: William Urquhart Ground Surface Elevation: Inspector: Peter Mclntee Date start: 3/7/2008 Date end:3/7/2008 Direct push sampler consists of 4'x 2 3/8"G3 dual tube direct push steel tooling with 4'x 1 Direct push steel tooling:2 3/8"G3 dual tube 1/2"PVC liner with 201 ft lb hydraulic hammer(percussion rate 2200 bpm) Casing Size: N/A Screen Size: N/A Depth Sample �7 (FT) NO PEN/REC DEPTH/FT BLOWS 6" -k,' ti !• 14 Sample Description 0 1 48/18 0-4 Fine silty sand with clay -2 -4 2 48/48 4-8 Fine silty sand with clay -6 -8 3 48/48 8-12 Fine silty sand with clay -12 4 48/48 12-16 Fine silty clay; 14'to 16'fine-medium sand -14 -16 5 48/48 16-20 Gray clay -18 -20 6 48/48 20-24 Gray clay -22 -24 7 48148 24-28 24'to 26' Fine-medium gray sand -26 26'to 28'Gray clay -28 8 48/48 28-32 28'to 30'Silty sand -30 30'to 32'Silty sand with gravel ` -32 9 48/36 32-36 Fine silty sand -34 -36 10 48/48 36-40 Fine-medium gray sand -38 -40 -42 - -44 -46 -48 -50 -54 - -56 -58 -60 -62 End of boring: 40' -64 End of sample: 40' -66 -68 Granular Soils Cohesive Soils Well Installation Key BLOWS/FT DENSITY BLOWS/FT DENSITY Proportions Used M -CONCRETE 0-4 V. LOOSE >2 V. SOFT Trace 0-10% -SAND PACK 4-10 LOOSE 2-4 SOFT Little 10-20% 10-30 M. DENSE 4-8 M. STIFF Some 20-35% Z SOIL BACKFILL 30-50 DENSE 8-15 STIFF And 35-50% ® -BENTONITE >50 V. DENSE 15-30 V. STIFF Ht -SCREEN >30 HARD V -APPROX.WATER CAPE COD TEST BORING BORING NO.T11131 w 4" down cape engineering,SIEVE SOILS ANALYSIS_McAntee_98 Vanduzer Cummaquid.xls DATE OF REPORT: 3/14108 ' JOB : GRAIN SIZE ANALYSIS-SIEVE TEST SITE: 98 Vanduzer Rd Cummaquid. LOCATION: Engineering Works TH 36-40'deep sample SIEVE ANALYSIS Weight Sample(Grams): 387.7 SIZE RETAINED WT. RET. %RETAINED; %PASSED -------------Y(wt -- ---.sieve) (sum) 0.0: 0.0: 0.0%: - 100.0% yi ------------- ------------------�------.....- ----------------•--------------------- 1/2" ; 0.0; 0.0; 0.0%: 100.0% -------------1-------------------------....---i---- -----------i--------------------__- 3/8" 0.2; 0.2; 0.1%; 99.9% ---------- ---------------0.7'----- -U.9r-------- -0.2%•-------------- -99.8% ---- ----------- .... .L-------- .............. 420 ------ ------ 34 8.... 38.4i------- 9.9%+- ------------- 90.1% 0 210.1 248.5- 64.1% 35.9% 50-----------------------fi5_.7 --- 314.2`�---- 81.0%. .-----------..-19.0% ---�-------- --------------508; 365.0:--------9_4.1%:- -----•---------'S.9% 100------- -------------- 9.6: ----374.6'--------94.1%;. .._..........--'5.9% ---00� 9.5: -384.1: -99.1% 0.9% PAN: ------�---------------3-ST-- "387.7 -------100.0%+---------------- -0.0% SAMPL -----------E:- ----------387.7T---------------------------------------------------- -Y- 4 NOTE:TEST ON PASSING#4 ONLY, 1% RETAINED ON#4<45%O.K. RESULTS: — - SOIL CLASSIFIED AS AASHTO A-3(GRANULAR,SAND)-(UNCOMPACTED) PERCENTAGE OF MATERIAL PASSING#4 SIEVE MEETS: #4 100% (TEST ONLY MATERIAL PASSING #5010%-100% #100 0%-20% #200 0%-5% REQUIREMENT FOR"FILL"IN TITLE 5. <5%PASSING#200 SIEVE IN of Af,49s�cy RESULTS: PERMEABLE MATERIAL-CLASS I<5 MINAN.MATERIAL DANIELA aN NONCOMPACTED U CIVIL mN SOIL DESCRIPTION: SAND o No.46502 0 AL' \ / ~ l f LEGEND Barnstable S 51,_� J Harbor Vanduzer Rd 29 30', E r y i�OQ>:Ip.� \ 20 -- EXISTING CONTOUR • x 20.12 EXISTING SPOT GRADE N PROPOSED CONTOUR Ra LOCUS `1 D` �� '� \,� 22 �O� ��, 22.8 PROPOSED.SPOT GRADE ® p°'� ti W— EXISTING WATER SERVICE ay �LSCSF 11"" .Y.• yw" U— UNDERGROUND WIRES 4 s Or.`► \N G�� \ x 18.63 —� ..�'' N `` WET!V-103 WETLAND FLAG, - N 0000 �A5(41?) pF-�.•� >� -�10 3-t WETLAND SYMBOL A�L • J 121 i� �12 S ONE \ \ �� I� f>? ` � OBSERVATION TEST PIT 0 C DEEP BORING FC `<.�I i ��'• \ �� ` �0 BENCHMARK Route 6A ,000b-s, �FT � LOCUS MAP J�1� �•� 13� oo- F` 12� \ /PIN. 10� VARIANCE REQUESTS • + + Ci \\ \ •� I /3L 310 CMR 15.405(b)(i)&(j)- CONTENTS OF LOCAL UPGRADE APPROVAL I OO --�d4e • • . . • • ' °>�1 \ \rI� 1� 1) A 3' TO THE MAXIMUM COVER REQUIREMENT, FOR 6' COVER OVER THE SEPTIC TANK. Lot 65 of r ` �iC7lti'/7 "f t 2) A 3' TO THE MAXIMUM COVER REQUIREMENT, FOR 6' COVER OVER THE PUMP CHAMBER. 22,2 76± S.F. \ 3) A VARIANCE FOR SIEVE ANALYSIS IN LIEU OF PERC TEST. ■ Q 5�f A•C—. J� 4) A REDUCTION TO THE REQUIREMENT OF A 12" SEPARATION BETWEEN THE INLET & OUTLET r 14 • O SERVICING THE SEPTIC TANK & PUMP CHAMBER AND HIGH GROUNDWATER. WATERTIGHT SLEEVES SHALL BE PRE-INSTALLED ON THE INLETS AND OULETS OF THE SEPTIC' TANK AND `� 352 G p1 A`2' 1 PUMP CHAMBER AND' CLAMPED TO PIPES Parcel 6 �'J 1y \ I LOCAL REGULATION Chapter 360. Article 1 Setback Requirements • t 5) A 25 VARIANCE S A'5 TO B,V.W., FORA 75 SETBACK, ,1 1 6) A 23' VARIANCE SEPTIC TANK TO B.V.W., FORA 77' SETBACK. 00 + ��'.• J 1(h•\ , 7) A 36' VARIANCE, PUMP CHAMBER TO B.V.W., FOR A 64` SETBACK. TOM—2 ,,� \ -�� ;_ } •2�' (� I Righ t cor. bot. step t EL.=�27.39 (NGVD) 4 Ass9 0 7 ;` f' i6, PETER T. ✓ MCENTEE ■ �, O o CIVIL " } } f ;o l t , � 1 w?�` cn_ •®, �tiU� (��/ ` , No. 35109 t •\ � 1 �F. L SCSF EXISTING °a 1�` 11 1011117i HOUSE (#98)i ' '�� ='`TOF=21,61: ~-, Z , #' Z I z ;,(NGVD) '3 _'' ti • I I �° m D , L alp, 0D ' 1 f , } t t 7 4 e ' 1 } ;f; °p j e °'o n' cit ■ ` I ' WETLAND DELINEATION f 'f r t , PR OPOSED EPTIC TANK ^ J `< N / ;GARAGE,` �'f ) ;� } 3� VACCARO Environmental Consulting 'f fin` O co �3 P.O. Box 955 n o I �� 4; t �'t gas r J�' r .° } + 2' /J _ -�% - I EXISTING S.A1.S': (approx.) 10� F GRAMSE• HAROLD ® Sandwich, -MA 02563 -� ,n z ?; , °y' �t• O 1 - i/GRAMSE, ANNA BELLE ( )�r7 ` I f - - I I TO BE ABANDONED ' ® 508 888-5855 w w 1 s °�• 2 J i PARCEL ID: 352-01 1 4> FLOOD PLAIN DESIGNATION �,N ,• �� > 1 y PROPOSED P�MP•CHAMBER O Zt �o TBA A— 9 ( S F �3,95.� O � µ� ! O ;!; I ��y I ® Community-Panel No. 250001 0001 C Z /V/ / ! '`� 1 ° -"'4 ,�_._ IQ �,�.---z ' ® Map Revised: AUGUST 19, 1985 "> Left cor. conc. ,apron o {'; s � .23 „ Zones AS(EL 12) & c EL.=19.25 (NGIVD) z.0� i 1 WORK LIMIT - SILT FENCE • TP-1 .., 1 v { / ® PLAN REVISION - V_10L EXISTING SEPTIC TANK ` 1. CHANGE TO PRESSURE DISTRIBUTION SYSTEM Stone Drive �F� �� 1 I ® O BE REMD EU , { � R1 2. ADD SHEET 4 - LIMITED STRIPOUT DETAIL i00 04r, _ TB1 I4SPECTION PROPOSED SEPTIC SYSTEM UPGRADE �: 'PROVIDE CLEANOUT --- � { PORT (TYP.) � CH , - H. 98 VANDUZER ROAD, CUMMAQUID, MA TP-2 A/ S I, T82 Q�0 /ALATTENAL%/`�� FRAME & VER — — _ Prepared for: Harold Gramse, P.O. Box 216, Cumma uid, MA 02637 �78/ ��/ �1 oQ 65 o TO 9 150. ... �APPROXX.STRIPOU FT. DEPTH . • '' +� 12 y; 00 31 Engineeringb SCALE PRAWN JOB. NO. -� w VENT 1 .1� ROAD EngineeringWorky WARNER SURVEYING 1"_20' P.T.M. 11 1-08 N 63.03 35 ER N/F KOOPMAN, F�ARKER 1 .12 West Crossfield Road 22 Long Road DATE r- VA Z Forestdole, MA 02644 Harwich, MA 02645 CHECKED SHEET NO. 97 VANDUZER 'Rk AO �� PARCEL ID: 352- 60'' • ., •�¢' (508) 477-5313 (508) 432-8309 3/21/08 P.T.M. 1 Of 4 _ R PROPOSED SEPTIC TANK & PUMP CHAMBER SECURE 1.25" PRESSURE LATERAL P NOTE: TO PREVENT BREAKOUT, THE PROPOSED CELLAR FLOOR PIPE TO TOP OF CHAMBERS USING ALL-WEATHER . FINISH GRADE SHALL NOT BE < EL:16.95 EL.=14.25 PROVIDE RISERS WITH METAL FRAMES & COVERS PLASTIC .ZIP-TIES. LOOP TIES THROUGH PRE-CUT HOLES IN UNITS AND AROUND FOR A DISTANCE OF 15' AROUND THE OVER EACH ACCESS MANHOLE AND SET TO FINISH PIPES, SECURING FIRMLY WITH HOLES DIRECTED UPWARD AND SET AT 10 O'CLOCK PERIMETER OF THE S.A.S. T.O.F.=20.67t GRADE. MANHOLES BROUGHT TO GRADE SHALL BE AND 2 O'CLOCK, ALTERNATING. (SEE;SHEET 3 - HOLE LAYOUT) PROPOSED S.A.S. SECURED TO PREVENT UNAUTHORIZED ACCESS. TAPE 6' PIECE OF REBAR OVER OUTLET RISERS SHALL BE STANDARD MANHOLESWITH CENTERINE OF CHAMBER AT END F.G. EL: 18.5(MIN.) UNDER DRIVEWAY 4 FT. I.D. AND HAVE PR-INSTALLED STEPS FOR ACCESS. OF EACH ROW f F.G. EL: 18.0 ELSEWHERE EXISTING F.G. EL.=19.5(MAX.) F.G. EL.=18.9(MAX.) INSPECTION PORT 7"- PROVIDE CLEANOUT WITH 1111 1.25" LATERALS WHOLES (1 PORT PER ROW) cWo SCREW CAP AT END OF AT 10 & 2 O'CLOCCK PROVIDE PROTECTIVE EACH LATERAL. SET H-20 SEWER CONNECT1ON FRAME & COVER 6"DIAM. _ AT EXISTING INLETt GATE VALVE AND GATE COVER SET GRADE ( ) L tOT BOX TO FINISH GRADE3" MANIFOLD T0 FINISH GRADE. ® S=1% TOP EL 13.50:: © SI=1i (MIN.) ? TOP EL.=12.85' '4"scHa PROVIDE ONES STEM AIR 4'SCH40 PVC E Y,, VENT TO BE HOUSED INSID�a' '0' ALARM oN 3 SCH40 PVC FORCE MAIN INV.=16.575 ROWS OF 6 AT 6.25'/UNIT + 0.5' INSERT= 38.0' IRRIGATION BOX, OUTSIDE DRIVEWAY AND SET TO FINISH 4'S ARE TO C INV.=11.65 PLIMP ON SOIL ABSORPTION SYSTEM (PROFILEGRADE. 4 SCH 40 PVCF E PUMP OFf SEALED BOOT 1.25" SCH40 PVC PIPE INV.=1EFFI�DfET� '' INV.=11.60 8 ESTABLISH VEGETATIVE COVER CONNECTING LATERALS SEALED2ABEL OR EUuAL) 660 GALLONS STORAGE 22" SEALED FOR 2nd COMPARTMENT. BACKFILL WITH CLEAN NATIVE OR TO VENT. . .BOTT. EL.=7:15 BOOTS BOTT. EL.=6.85 PERC SAND TO TOP OF CHAMBERS EFFLUENT FILTER SHALL BE INSTALLED ON OUTLET CONCRETE PAD 12"-14" THICK TO ALLOW 22" BREAKOUT=TOP TEE AS MANUFACTURED BY ZABEL 'OR EQUAL. FILTER of STORAGE UNDER "PUMP-OFF'. SETTING TOP ELEV.=16.95 SHALL BE INSPECTED AND CLEANED ANNUALLY. INV. ELEV.=16.57 PROPOSED SEPTIC TANK (See Pump Detail, Sheet 3 of .3) BOTTOM ELEV.=16.03 III®Im Ilu0-0l NOTES: PROPOSED PUMP CHAMBER 2.8' 1) SEPTIC TANK AND PUMP CHAMBER SHALL BE SET LEVEL AND 4' MIN, ABOVE BOTTOM OF TRUE TO GRADE ON A MECHANICALLY COMPACTED SIX INCH T.P. EXCAVATION OR G.W. EFFECTIVE WIDTH=14.0' CRUSHED STONE BASE, AS SPECIFIED IN 310 CMR 15.221(2). EXISTING SUITABLE HIGH G.W., EL=12.03 = MATERIAL 2) INSTALL INLET & OUTLET TEES AS REQUIRED. 5 ROWS OF 6 - 11" (H-20) ADS BIODIFFUSER UNITS 3) MAX. COVER, OVER SEPTIC TANK AND PUMP CHAMBER SHALL BE 72". SEPTIC SYSTEM PROFILE WITH NO SEPARATION BETWEEN EACH ROW & NO STONE 4) CONTRACTOR SHALL VERIFY ALL EXISTING PIPE INVERTS PRIOR TO CONSTRUCTION, N.T.S. TYPICAL SECTION GENERAL NOTES: /� DESIGN CRITERIA 1, ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL SOIL LOG NUMBER OF BEDROOMS: 6 BEDROOMS BOARD OF HEALTH AND THE DESIGN ENGINEER. 2. ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS SOIL TEXTURAL CLASS: CLASS I OF THE STATE ENVIRONMENTAL CODE, TITLE V, AND ANY APPLICABLE DESIGN PERCOLATION .RATE: <5 MIN-/INCH (SIEVE ANALYSIS_ ) LOCAL RULES AND REGULATIONS EXCEPT AS, NOTED ON SHEET 1. DATE: MARCH 7, 2008 (REF.# 12,107), SOIL EVA;UATOR: PETER McENTEE PE, SE DAILY FLOW: 660 G.P.D. 3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR WITNESS: DONNA MIORANDI IRS, DRILLER: DESMOND WELL DRILLING DESIGN FLOW: 660 G.P:D. TO INSPECTION AND APPROVAL BY THE BOARD OF HEALTH AND THE p GARBAGE GRINDER: NO DESIGN ENGINEER. Elev. TB1 De th Elev. TB2 Depth Elev. TP- Depth Elev. TP-� pepth -�- -�- LEACHING AREA REQUIRED: (660) = 891.9 S.F. 4. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING 17.1 0" 18,5 0" 17-0 0" 17.7 A 0" FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN 74 ENGINEER BEFORE CONSTRUCTION CONTINUES. FILL PROPOSED PUMP CHAMBER: 1500 GALLON SANDY LOAM 5. ALL ELEVATIONS BASED ON NGVD. CONSISTING 10YR 4/2 PROPOSED SEPTIC TANK: 1500 GALLON 6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF w r OF TOPSOIL USE 5 ROWS OF 6 - 1 1" (H-20) ADS SIODIFFUSER UNITS PLUS 1-6 THE CONTRACTOR OR OWNER TO NOTIFY THE ;LOCAL BOARD OF HIGH _52 INSPECTIONS DURING CONSTRUCTION. 11.03 G,W. - m � 1 5.4 WITH DIMENSIONS 1 4.0' x 38.0' HEALTH FOR PROPERO TONE FOR AN S.A.S. H D M SIONS E a � 14.0 36^ B2 SB SPACER W N S A I E 7. WATER SUPPLY PROVIDED BY TOWN WATER SERVICE. ¢ t: w C m < 15.2 PERCHED _ 3p" SIDEWALL AREA: NOT APPLICABLE 8, THERE ARE NO PRIVATE WELLS WITHIN 150' OF THE PROPOSED S.A.S.. ¢ U) `� z - w z w BOTTOM AREA: (GENERAL USE APPROVAL FOR 4.7 SF/LF OF BIODIFFUSER) 9. ALL AREAS CLEARED FOR CONSTRUCTION SHALL BE RESTORED AS D V) > FINE 5 ROWS x 38' x 4-7 SF/LF = 893.0 SF AGREED UPON BY OWNER AND CONTRACTOR OR AS OTHERWISE z w SANDY LOAM/ DIRECTED BY THE APPROVING AUTHORITIES. SILT LOAM DESIGN FLOW PROVIDED: 0.74 x 893.0 = 660.8 GPD DENSE CLAY 10YR 5/4 10. IT SHALL BE THE RESPONSIBILITY THE CONTRACTOR TO VERIFY THE -18.9 36 THE LOCATION OF ALL UNDERGROUNN ' -17.5 D UTILITIES, PRIOR TO BEGINNING F-M F-M 36' 5Y 5/3 PROPOSED SEPTIC SYSTEM UPGRADE CONSTRUCTION. SAND SAND 11, WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL UNSUITABLE SOILS 2.5Y 5/3 2.5Y 5/3 98 VANDUZER ROAD, CUMMAQUID, MA IN THE AREA BENEATH AND ON ALL SIDES OF THE S.A.S. AND REPLACE WITH CLEAN SAND AS SPECIFIED IN 310 CMR 255(3). Prepared for: Harold Gramse, P.O. BOX 216, Cumma uid, MA 02637 12. AREAS REQUIRING STRIPOUT OF UNSUITABLE MATERIALS SHALL BE -22.9 40' -21.5 40' 6,0 132" 11.7 IG p 9 INSPECTED BY HEALTH DEPARTMENT PRIOR TO BACKFILL- 1" WELL INSTALLED TO 40' NO G.W. ABANDONED DUE TO HIGH Engineering by: Surveying by: SCALE DRAWN JOB. NO. ENCOUNTERED PERCHED WATER TABLE 13, CONTRACTOR SHALL COMPLY WITH ALL OSHA REQUIRENTS RELATED TO FOR G.W. MONITORING EngineetingWorks WARNER SURVEYING NTS P.T.M. 11 1-08 THE PROPOSED WORK. LUNAR HIGH G.W. OBSERVED 12 West Crossfield Road 22 Long Road DATE 14, CONTRACTOR SHALL PROVIDE ADEQUATE SHORING OF EXCAVATED AREAS 3/12/08, 6 AM, EL. 12.03 Forestdole, MA 02644 Harwich, MA 02645 CHECKED SHEET NO. TO PREVENT PERSONAL INJURY AND DAMAGE TO ADJACENT STRUCTURES. (508) 477-5313 (508) 432-8309 3/21/08 P.T.M. 2 of 4 t I A r" NEMA 4 JUNCTION BOX CORROSION RESISTANT I- tt'-6" 1 SPECIFICATIONS: & LIQUID-TIGHT CABLE CONNECTORS .SUPPORTED CONCRETE STRENGTH: 5000 PSI AT.28 'DAYS BY 1-1/4" PVC CONDUIT. JOINTS TO BE MADE STEEL REINFORCEMENT: A-615-68, GRADE 60 PROVIDE WATERTIGHT CONCRETE RISER - WITH SECURED COVER TO GRADE WATERTIGHT. USE SJE RHOMBUS-JB PLUGGER OR EQUAL. 8 I B DESIGN LOADING: AASHO-H-20 --- --- ;-- NOTES: INSTALL 1' PVC CONDUIT TO HOUSE FOR WIRING I 1. PROVIDE POLYMER WATERPROOF COATING. HOISTING CABLE 709 STAINLESS STEEL WITH WATERTIGHT JOINTS. WIRE HIGH WATER ALARM io 1/8" DIAMETER. / 1,760 LB. STRENGTH. x FLOAT TO SJE RHOMBUS TANK ALERT XT ALARM PANAL 2: SEPTIC TANK'SHALL BE WATERTIGHT. W ON CIRCUIT SEPARATE FROM CIRCUIT TO THE PUMP. 3. WATERTIGHT SLEEVES, 4" INLET/2"OUTLET, .SHALL BE PRE-INSTALLED WITH ABILITY TO CLAMP AROUND PIPE INV.(IN)=11.60 3" GATE VALVE (FIELD ADJUST FOR 50 GPM RATE) DURING INSTALLATION. 3" SCH 40 FORCE MAIN TO DISTRIBUTION SYSTEM i 4. SEPTIC TANK SHOWN IS AS`MANUFACTURED BY ACME ALARM ON EL: 10.52 3" 90' ELBOW W/ 1/4" WEEP HOLE PRECAST CO., INC., 520 THOMAS B LANDERS RD, PUMP ON EL: 9.60 FOR SELF-DRAINING FORCE MAIN I PRE-INSTALLED WATERTIGHT A HATCHVILLE, MA 0253E 3/16" VENT HOLE (MIN.) ABOVE PUMP FLANGE I SLEEVE (4') (2- FOR PC OUTLET) PLAN PUMP OFF EL;, 9.18 3 27" 3" SWING CHECK VALVE tO BOTTOM OF 22„ PUMP:CHAMBER F�a 2" TO 3 SCH, 40 PVC REDUCER (FOR.3" FORCE MAIN) ELEV.= 6.85 2" SCH, 40 PVC DICHARGE PIPE PROVIDE 2 FLOATS: SET PUMP ON BLOCK a c O p I I FLOAT NO.1: PUMP ON/OFF-ABS FLOAT PROVIDED WITH PUMP .P., 5 V WITH 2° DISCHARGE `° Co to LIBERTY PUMP .5 H 11 FLOAT NO.2: ALARM ACTIVATION .FLOAT-PROVIDED WITH ALARM PANAL MILLER MODEL N0. , 11 1SL OR EQUAL a 48" Liquid Level ALL PIPING, PUMP & ACCESSORIES, FLOATS, ALARM PANEL, PROTECTIVE COVERS OVER CLEANOUTS, AIR VENT AND INSPECTION PORTS SHALL BE PROVIDED AS A ' KIT SUPPLIED BY "MILLER ENVIRONMENTAL, INC, P.O. BOX.334, 608 SPRING STREET, EAST BRIDGEWATER, MA, 02333, (508). 378-3800: i t'-6" 5, PUMP DETAIL. SECTION B-6 H-20 RATED SECTION A-A N.T.S. SPECIFIED WEIGHT=22,725 LBS. 1500 GALLON MONOLITHIC SEPTIC TANK & PUMP CHAMBER �----- 75" -----� BUOYANCY CALCULATIONS NOTE: SEPTIC TANK AND PUMP CHAMBER ARE THE SAME PRECAST UNIT. CALCULATIONS ARE BASED ON THE PUMP CHAMBER (LOWER UNIT). SYSTEM LENGTH/LATERAL LENGTH { PUMP 38' - c f U M f CHAMBER 2' LATERAL LENGTH PUTTOMCOF,UNITSEPELC'6T6ANK4 & c EANouT 32 76„ - HIGH GROUNDWATER EL,=12.03,(LUNAR HIGH) (TYP. BUOYANCY FORCE PER FOOT OF DEPTH: 0 MANIFOLD PROFILE 115 x 6.0' x 1' x 62.4 Ibs./cu ft 4305.E Ibs, MAX. DISPLACEMENT = 12.03 '6.85 = 5.18' I 2 MAX. UPLIFT PRESSURE = 5.18"X 4305.E Ibs/ft 22,3010 lbs. 1 WEIGHT OF UNIT EMPTY = 22,725 Ibs. 9 HOLES PER LATERAL x 5.= 45 HOLES 11" I ORIFICE DIAM.=0.25" WEIGHT OF 12" FILL OVER TANK: SPACING = 4' 6.4 TOP = 11.5' x 6.0' x 6,0' X 110"Ibs./cf = 45,540 lbs. TOTAL COMBINED WEIGHT = 22,725 lbs. + 25,540 lbs. = 68,265 lbs, DISTAL: IN-LINE PRESSURE=4' MANIFOLD: DIAMETER = 3", LENGTH = 11.2' (12') 68,265 lbs > 22,303 lbs O.K. FORCE MAIN:` DIAMETER = 3", LENGTH = 10' j-� 34" ►� ( STATIC HEAD = (ORIFICE EL.=16.67) (PUMP OFF EL.=9.18) 7.49' (SAY 8') SECTION END CAP DOSING & STORAGE REQUIREMENTS HOLE LAYOUT 11" STANDARD (H-20) BIODIFFUSER UNIT' DESIGN FLOW: 660 GPD ' DOSING REQUIRED: 144 GAL PER DOSE (CALCULATED) PROPOSED SEPTIC SYSTEM UPGRADE MODEL 11" STD. FOR 5.5 DOSES PER DAY , LENGTH 76" NOTE: UNIT CONFIGURATION AND AVAILABILITY SUBJECT DISTANCE REQUIRED BETWEEN 'PUMP 98 VANDUZER ROAD CUMMAQUID MA EFFECTIVE LENGTH 75" TO CHANGE WITHOUT NOTICE. PRODUCT DETAIL MAY ON AND PUMP OFF FLOATS: DIFFER SLIGHTLY FROM ACTUAL PRODUCT APPEARANCE. 144 GAL/CYCLE _ 37 G 5 GAL/FT.FT = 0. re Prepared for: Harold ' uid, MA 02637 Gramse, P.O. BOX 216, Cumma SIDE WALL HEIGHT 6.4" / 38 FT/CYCLESAY 5"( ) P P 9 OVERALL HEIGHT 11 STORAGE REQUIRED ABOVE WORKING LEVEL: 660 GALLONS Engineering by: Surveying by: SCALE DRAWN JOB. NO. OVERALL WIDTH 34" INUMP 4640 TRUEMAN BLVD STORAGE PROVIDED: II EngineeringWorb IVARNER SURVEYING NTS P.T.M. 11 1-08 HILLIARD, OHIO 43026 INV. IN EL: 11.60 - PUMP ON EL: 9.60 = 2.0' 12 West Crossfield Road 22 tong Road 9.2 CF ® ) I Forestdole, MA 02644 Harwich, MA 02645 DATE CHECKED SHEET NO, CAPACITY (68.8 GAL) ADVANCED DRNNAGE SYSTEMS, INC. STORAGE PROVIDED 2.0' X 375 GAL/FT = 750.0 GALLONS (508) 477-5313 (508) 432-8309 3/21/08 P.T.M. 3 Of 4 } i4 F.G. EL.=18.5f (SEE SHEET 2) 1 �i TOP S.A.S., EL.=16.95 BOTTOM S.A.S.,EL.=16.03-- -- - — 1 5 EFFECTIVE LENGTH=38 0' I. S' i. STRIPOUT BOUNDARY PERC SAND PER 310 CMR 255(3) SLOPE E I EL.=12.0(MIN.) TOWARD HOL ---�--- — EL,=11.O(MIN.) A �- 24"(MIN.) LAYER OF DOUBLE WASHED PEASTONE 's - - - - - - - - - - - - - - •I --�` -H DOUBLE WASHED 1-1/2" STONE OVER NATIVE SAND r7 —_ — — — _ — 1141; - I ^ - Imo . EXCAVATE ONE DEEP HOLE 4' x 4' MINIMUM AREA d- — — — — —— — m I z FROM EL.=12,0(MIN.)- TO NATIVE SAND (EL.-18.9t) N B I —— — _ — — — z I B EL.=-18.9f(MIN.) --4 (MIN.) NATIVE CLASS 1 SAND �.. 38' _I SECTION B—B � - - - - - - - - - - - - �- -- � A� DEEP F.G. EL.=18.5f (SEE SHEET 2) - S TR I P O U T BOUNDARY HOLE TOP S.A.S., EL.=16.95 - . S.A.S. PLAN VIEW rzBOTT. S.A.S,,EL:=16.03 - - - - , EFFECTIVE WIDTH-14.0'., 1 PERC SAND PER 310 CMR 255(3) I, EL.=12.0(MIN.) — SLOPE.TOWARD HOLE I. EL.=11.0(MIN.) ---------------- DOUBLE WASHED PEASTONE -H r7 DOUBLE WASHED 1-1/2" sroNE'.': PROPOSED SEPTIC SYSTEM UPGRADE 98 VANDUZER ROAD, CUMMAQUID, MA Prepared for: Harold Gramse, P.O. Box 216, Cummaquid, MA 02637 EL.=-18.9t(MIN.) -—-—-—-—-—- Engineering by: Surveying by: SCALE DRAWN JOB. NO. NATIVE CLASS 1 SAND (MIN.) EngineeringWorb WARNER SURVEYING NTS P.T.M. 111—08 I 12 West CrossField Road 22 Long Rood SECTION A—A LI M ITE;,D STR I POUT DETAIL Forestdole, MA 02644 Harwich, MA 02645 DATE CHECKED SHEET NO. (508) 477-5313 (508) 432-8309 3/21/08 P.T.M. 4 of 4 i r• / LEGEND earnsrable —�• Vonduzer - S Sl' g'• � -- ' 1 . ` - 20 ----- EXISTING CONTOUR 1�r6�ov" Rd •2 30 ' E r �.. �Oq J�1pQi �, x 20.12 EXISTING SPOT GRADE PROPOSED CONTOUR Re LOCUS " PROPOSED SPOT GRADE W— EXISTING WATER SERVICE x 18.63 UNDERGROUND WIRES L SCSF ````�-� •� h.r�s.ror. �'•'may r 4yywr• ��y K O / 3 ED �""`.+.. 1Q• ` WETLAND FLAG WET/V-103 ��EC12) O� ,,,�•�, 10� al,, WETLAND SYMBOL ZD DEEP BORING 10p0 ! 4r�r� •o� �. 1�[ OBSERVATION TEST PIT m BENCHMARK Raute 6A ,.tea 110, �F l • VARIAtCE REQUESTS � � �� yl� d • •• ��' ` �Q3 310 CMR 15.405(b)(i)&(!)- CONTENTS OF LOCAL UPGRADE APPROVAL 1)'A,3' TO THE MAXIMUM COVER REQUIREMENT, FOR 6' COVER OVER THE SEPTIC TANK. Lot 2) A 3' TO. THE MAXIMUM COVER'REQUIREMENT, FOR 6' COVER OVER THE PUMP CHAMBER, 22,276f S.F. "- W 7 " . 3) A VARIANCE FOR SIEVE ANALYSIS IN LIEU.OF PERC TEST. w ° O.51-L- A-E."yf ` - - 4) A REDUCTION TO THE,REQUIREMENT OF A 12" SEPARATION BETWEEN THE INLET & OUTLET ,J J L 7� /� SERVICING THE SEPTIC TANK & PUMP CHAMBER AND HIGH GROUNDWATER. WATERTIGHT `Vl Q} ,4 ` t `� SLEEVES SHALL BE PRE'-INSTALLED ON ?HE INLETS AND OULETS OF THE SEPTIC TANK AND o PUMP CHAMBER AND CLAMPED TO PIPES. r P�y Y/ G1/. /^� , T LOCAL REGULATION Chapter 360. Article 1 Setback Requirements ttA/ lr l� y 5) A 24' VARIANCE, S.A.S. TO B.V.W„ FOR A 76' SETBACK. '�\G PJ` �. I t 6) A 23' VARIANCE, SEPTIC TANK TO B.V.W., FOR A 77' SETBACK. 7) A•36' VARIANCE,-PUMP CHAMBER TO 'B.V.W., FOR A 64' SETBACK. . � 1� 1�44 .+• ' . rt. A ter. °,_ �, � "'� , - /` � tk TB'M-2 ' �I', •2`��t� Rigfa t car. bot. step �•► / ✓ n z ,�: ,` 1 EL.=I21,39 (NGVD) X ti 1 L SF Q ! f EKISTING tj .1� `g ' o PETER T. �s MCEN TEE USE #�8) 1'1 1 v CIVI 109 TOF=21 69 r, �G f ` �Z_ 1� t N o. 35 Q �c�, n� 1 (NGVD) ocNo /#', ARAGE f� t+ n�� e $; y,,PR6POSED. EPTIC TANK-� _ / n LTz�0' �kz0, ., EXISTING S.Ah,S'. �QPProx.) N �� F•_G MSE. H;4ROLD / `� ' '�° 1s ' g' ..' r e TO BE ABAN ONED i/GRA SE, ANNA BELLE �M ° v 'O` a 1 `� ' I '- Off;® WETLAND DELINEATION. viw �F a2 I PARCE ID: 352-011 jo �S. 1� 9 �1 g 4 kl PROPOSED P MP.•CHAMBERd f Z?I .VACCARO Environmental Consulting p �t�IVJ— 7 n d ., '1?_.... r I - t, P.O. Box_ 955 O I� cD>LU Left Car. conc."',apron / o, r- �w._ 3 { + Sandwich,. MA 02563 EL.=19.25 NGl/D) 23' 1 i' (508) 888-5855 z 0 a � 1 � _"�S2 _1 -� WORK ILIMIT - SILT FENCE, � � / F P SIGNATION � 9 LAIR �l �GF� , ill I - -I~_ TP-1 , 1. N% Community Panel No, 250001 0001 C k. a I t-- -- - - EXISTING SEPTIC TANK { Map Revised AUGUST 19, 1985 f / ��` Stone Drive c`�o 1`�' I1 6 -r a �.�TO BE REMOVED , 1 1 Zones A5(EL 12) & C o� ---L- TBI, � PROPOSE® SEPTIC SYSTEM UPGRADE TP-2 / +. L-= - '-- 1� ' 98 VANDUZER ROAD CUMMA UID MA TB 2 Q1\0 � Q > I Prepared for: Harold Gramse, P.O. Box 216; Cummaquid, MA' 02637 $TRIPOUT TO SAND f' 2 150•00 'ti �� APPROX.•l3 FT. DEPTH,.• '' �31 Engineering by: SCALE DRAWN JOB. NO. W + �%'� A i'1} - •1.V EngineMngWorb WARNER SURVEYING 1 ,=20' P.T.M. 111-08 t�T N 63 35 ,//� A�® �� N/F KOOPdvJAN, �'ARKER t,,,/�'1 A„/ 12 West Crossfiefd Road 22 Long Road l�j I V r 1/ � 97 VANDUZER'R AA � �Z1 •'� Forestdole, MA 02644 Harwich, MA 02645 3TE CHECKED SHEET NO. / PARCEL ID: 352- 60'' tY �• ^ (508) 477-5313 (508) 432-8309 /21/Og P.T.M., 1 of 3 i w y5 A<-1 [ NEMA 4 JUNCTION BOX CORROSION RESISTANT IV—" -' SPECIFICATIONS: & LIQUID-TIGHT CABLE CONNECTORS SUPPORTED 71S^ CONCRETE STRENGTH: 5000 PSI AT 28 DAYS PROVIDE WATERTIGHT CONCRETE RISER BY 1-1/4" PVC CONDUIT. JOINTS TO BE MADE STEEL REINFORCEMENT: A-615-68, GRADE 60 WITH SECURED COVER TO GRADE WATERTIGHT. USE SJE RHOMBUS-JB PLUGGER OR EQUAL. DESIGN LOADING: AASHO-H-20 INSTALL 1' PVC CONDUIT TO HOUSE FOR WIRING L— �1 ;"�� I _ '- NOTES: HOISTING CABLE 7x19 STAINLESS STEEL WITH WATERTIGHT JOINTS. WIRE HIGH WATER ALARM to % T t ! �� ' 1. PROVIDETANK SHALL POLYMER WATERPROOF COATING. 1/8 DIAMETER, / 1,760 LB. STRENGTH. FLOAT TO SJE RHOMBUS TANK ALERT XT ALARM PANAL - - -- 2. SEPTIC TANK SHALL BE WATERTIGHT. ON CIRCUIT SEPARATE FROM CIRCUIT TO THE PUMP. 3. WATERTIGHT SLEEVES, B ITY T 2CLAMPT, SHAH BE PRE-INSTALLED WITH ABILITY TO CLAMP AROUND PIPE INV.(IN)=11.60 2" GATE VALVE (FIELD ADJUST FOR 20 GPM RATE) DURING INSTALLATION. 2"SCH. 40 DISCHARGE TO D-BOX 4. SEPTIC TANK SHOWN IS AS MANUFACTURED BY ACME 10'-6" 6" PRECAST CO., INC., 520 THOMAS B LANDERS RD, ALARM ON EL: 10.52 2" 90' ELBOW W/ i/4" WEEP HOLE PUMP ON EL: 9.68 FOR SELF-DRAINING FORCE MAIN PRE-INSTALLED WATERTIGHT A HATCHVILLE, MA 02536 — SLEEVE (4") (2" FOR PC OUTLET) PLAN PUMP OFF EL: 9.18 3 ' I 2" SWING CHECK VALVE 71 28" BOTTOM OAMBER 22" 2" SCH. 40 PVC DISCHARGE PIPE tD 0 PUMPO ELEV.= 6.85 3/16" VENT HOLE (MIN.) ABOVE PUMP FLANGE PROVIDE__2 FLOATS: SET dUMP ON BLOCK ° FLOAT NO.1: PUMP ON/OFF-ABS FLOAT PROVIDED WITH PUMP to ;n . FLOAT N0.2: ALARM ACTIVATION FLOAT-PROVIDED WITH ALARM PANAL ABS PL-EF 04W PUMP 4 H.P. 115 VWITH 2" DISCHARGE ,� as" Liquid Level PUMP CHAMBER, PUMP & ACCESSORIES AVAILABLE AS A UNIT ACME PRECAST CO. INC., FALMOUTH, MA. (508) 548-9607 • ' PUMP DETAIL „'-6"_ ---� f---- 5' --) SECTION B—B H-20 RATED SECTION A—A N.T.S. SPECIFIED WEIGHT=22,725 LBS. 1500 GALLON MONOLITHIC SEPTIC TANK & PUMP CHAMBER ------ - ----75" - --j BUOYANCY CALCULATIONS NOTE: SEPTIC TANK AND PUMP CHAMBER ARE THE SAME PRECAST UNIT. CALCULATIONS ARE BASED ON THE PUMP CHAMBER (LOWER UNIT). H-20 SEPTIC -TANK & PUMP CHAMBER BOTTOM OF UNIT EL.= 6.85 21„ 5-hPOLY'SEA'LUINKLETS " _ I HIGH GROUNDWATER EL.=12.03 (LUNAR HIGH) (�-- 76 '1 BUOYANCY FORCE PER FOOT OF DEPTH: 2" 2" PROFILE 11,5' x 6.0' x 1' x 62.4 lbs./cu.ft. 4305.6 Ibs, MAX. DISPLACEMENT = 12.U3 - 6.85 = 5.18' t MAX. UPLIFT PRESSURE = 5.18' X 4305.6 Ibs/ft = 22,303.0 lbs. °WEIGHT OF UNIT EMPTY = 22,725 Ibs.6.4" WEIGHT OF 12" FILL OVER TANK: TOP = 11.5' x 6.0' x 6,0' X 110 Ibs./cf = 45,540 lbs. - ' "` TOTAL COMBINED WEIGHT = 22,725 lbs. + 25,540 lbs, = 68,265 lbs. Tap View Section 34"---+►� 68,265 Ibs > 22,303 lbs O.K. N D_(30 V SECTION END GAP DOSING & STORAGE REQUIREMENTS LJ /� 11" STANDARD (H-20) BIODIFFUSER UNIT DESIGN FLOW: 660 GPD MODEL 11" STD. DOSING REQUIRED: 6660YCLE4 = 165 GAL CYCLES/DAY PROPOSED SEPTIC SYSTEM UPGRADE LENGTH 76" NOTE: UNIT CONFIGURATION AND AVAILABILITY SUBJECT DISTANCE REQUIRED BETWEEN PUMP 98 VANDUZER ROAD CUMMAQUID MA EFFECTIVE LENGTH 75" TO CHANGE WITHOUT NOTICE. PRODUCT DETAIL MAY ON AND PUMP OFF FLOATS: SIDE WALL HEIGHT 6.4" DIFFER SLIGHTLY FROM ACTUAL PRODUCT APPEARANCE. 165 GAL CYCLE 375 GAL FT = 0.44 FT CYCLE (SAY 6") Prepared for: Harold Gramse P.O. Box 216 Cumma uid MA 02637 OVERALL HEIGHT 11" STORAGE REQUIRED ABOVE WORKING LEVEL: 660 GALLONS Engineering by: Surveying by: SCALE DRAWN JOB. NO. OVERALL WIDTH 34" 4640 TRUEMAN BLVD STORAGE PROVIDED: EngineeringWorks AARNER SURVEYING NTS P.T.M. 111-08 HILLIARD, OHIO 43026 INV. IN EL: 11,60 - PUMP ON EL: 9.68 = 1.92' 12 West Crossfield Road 22 Long Road 9.2 CF SICS® ( ) Forestdole, MA 02644 Harwich, MA 02645 DATE CHECKED SHEET NO. CAPACITY 68,8 GAL ADVANCED DRAINAGE SYSTEMS, INC. STORAGE PROVIDED = 1.92' X 375 GAL/FT = 720.0 GALLONS 7_ 313 508 432-8309 3/21/08 P.T.M. 3 Of 3 ( ) (508) 47 5 ( ) I i x, PROPOSED SEPTIC TANK & PUMP CHAMB- R NOTE: TO PREVENT BREAKOUT, THE PROPOSED LOOR PROVIDE RISERS WITH METAL FRAMES & COVERS FINISH GRADE SHALL NOT BE <- EL:16.95 CELLAR F EL.=14.25 PROPOSED D-BOX FOR A DISTANCE OF 15' AROUND THE OVER EACH ACCESS MANHOLE AND SET TO FINISH INSTALL RISER & COVER PERIMETER OF THE S.A.S. T.O.F.=20.67t GRADE, MANHOLES BROUGHT TO GRADE SHALL BE SET TO 6" OF GRADE PROPOSED S.A.S. SECURED TO PREVENT UNAUTHORIZED ACCESS. INSTALL INSPECTION PORT OVER END UNIT OUTLET RISERS SHALL BE STANDARD MANHOLES WITH MIN.) UNDER DRIVEWAY 4 FT, I.D. AND HAVE PR-INSTALLED STEPS FOR ACCESS. F.G. EL: 18.5t F.G. EL; 18.5(F.G. EL: 18.0 ELSE WHERE EXISTING F.G. EL.=19.5(MAX.) F.G. EL.=18.9(MAX.), INSPECTION 0 S= (M MX) PORT SEWER CONNECTION ,d 4"SCH40(PVC) AT EXISTING INLET L = 9' L = a' OCZC� �AtN s 6.5" TO Cap S=1% (MIN.) >TOP EL.=13.5 ` �, g=1� (MIN.) „TOP EL.=12.8 F INVERT 4"SCH40 F'VC I- -1 4"SCH40 PVC INV.=16.83 INV.=16.66 r5 ROWS OF 6 UNITS AT 6.33'/UNIT = 38.0' RL ALARM ON 4 E SCHR40T TO BE INV.=1 1.65 �� p�OPQSED D- BOX INV.=1 s.57 SOIL ABSORPTION' SYSTEM (PROFILE) PUMP OM INV.=11.90 } PUMP OFF SEALED BOOT 5 OUTLETS (MIN.) EFLiLRNT,/ INV.=11.60 SEALED BOOT (zneeL oR equA� SEALED 660 GALLONS STORAGE 22• ESTABLISH VEGETATIVE COVER BOOTS. FOR 2nd COMPARTMENT BACKFILL WITH CLEAN NATIVE OR . BO ` BOTT. EL.=7.15 TT ' _6 85 PERC SAND TO TOP OF CHAMBERS . EL EFFLUENT FILTER SHALL BE INSTSALLED ON OUTLET FCOOF RETE PAD 12"-14" THICK TO ALLOW 22 BREAKOUT=TOP TEE AS -MANUFACTURED BY ZABEL OR EQUAL. FILTER TORAGE UNDER "PUMP-OFF" SETTING TOP ELEV.=16.95 .SHALL BE INSPECTED AND CLEANED ANNUALLY. INV. ELEV.=16.57 J-ROPOSED SEPTIC TANK (See Pump Detail, Sheet 3 of 3) 80TTOM ELEV.=16.03 III fill IIIII®II NOTES; PROP0 ED PUMP CHAMBER 2.8' 1) SEPTIC TANK, PUMP CHAMBER & D BOX SHALL BE SET LEVEL 4' MIN. ABOVE BOTTOM OF AND TRUE TO GRADE ON A MECHANICALLY COMPACTED SIX INCH T.P. EXCAVATION OR G.W. EFFECTIVE WIDTH=14.0' CRUSHED STONE BASE, AS SPECIFIED IN 310 CMR 15,221(2). EXISTING SUITABLE 2) INSTALL INLET & OUTLET TEES AS REQUIRED. HIGH G.W., 'EL=12.03 r MATERIAL 3) MAX. COVER OVER SEPTIC TANK, D-BOX & S.A.S. SHALL BE 36". 5 ROWS OF 6 - 11" (H-20) ADS BIODIFFUSER UNITS 4) CONTRACTOR SHALL VERIFY ALL EXISTING PIPE INVERTS PRIOR SEPTIC SYSTEM PROFILE WITH NO SEPARATION BETWEEN EACH ROW & NO STONE TO CONSTRUCTION, N.T.S. TYPICAL `SECTION GENERAL NOTES: DESIGN CRITERIA 1, ALL CHANGES TO THIS PLAN MUST.BE APPROVED BY THE LOCAL SOIL LOG BOARD OF HEALTH AND THE DESIGN ENGINEER, NUMBER OF BEDROOMS: 6 BEDROOMS 2. ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS _ SOIL TEXTURAL CLASS: CLASS I OF THE STATE ENVIRONMENTAL CODE, TITLE V, AND ANY APPLICABLE DESIGN PERCOLATION RATE: <5 MIN;/INCH (SIEVE ANALYSIS) LOCAL RULES AND REGULATIONS EXCEPT AS NOTED ON SHEET 1. DATE: MARCH 7, 2008 (REF.#. 12,107), SOIL ,EVA;UATOR: PETER McENTEE PE, SE DAILY FLOW: 660 G.P.D. 3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR WITNESS: DONNA MIORANDI �R7S; DRILLER: DESMOND WELL DRILLING DESIGN FLOW: 660 G.P.D, TO INSPECTION AND APPROVAL BY THE BOARD OF HEALTH AND THE TB2 Elev. TP- De th Elev. TP-2 pe th GARBAGE GRINDER: NO DESIGN ENGINEER. Elev. TB Depth Elev. Depth _.�_ _t? LEACHING AREA, REQUIRED: (660' = 891.9 -S.F. 4. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING 17.1 0" 18.5 p" 17.0 0" 17.7 0" FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN A 74 ENGINEER BEFORE CONSTRUCTION CONTINUES, FILL PROPOSED PUMP CHAMBER: 1500 GALLON 5. ALL ELEVATIONS BASED ON NGVD. CONSISTING SANDY LOAM PROPOSED SEPTIC TANK: 1500 GALLON 6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF OF, TOPSOIL lOYR 4/2. THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF HIGH J ra HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION, G.W. & SAND USE 5 ROWS OF 6 - 1 1" -2 ADS BIODIFFUSER UNITS 12.03 < 1S 28" WZ NO STONE FOR AN S S.� WITH DIMENSIONS 14 0' x 38.0' U 14 0_ oa 36„ ' .4 AB2 7, WATER SUPPLY PROVIDED BY TOWN WATER SERVICE. ¢ `- w m I D N ` 15.2 PERCHED _ 30" SIDEWALL AREA: NOT APPLICABLE 8. THERE ARE NO PRIVATE WELLS WITHIN 150' OF THE PROPOSED S:A.S. < u - w Z w BOTTOM AREA: (GENERAL USE APPROVAL FOR 4.7 SF/LF OF BIODIFFUSER) 9. ALL AREAS CLEARED FOR CONSTRUCTION SHALL BE RESTORED AS v) D n FINE 30 UNITS x 6.33 LF x 4.7 SF/LF = 892.5 SF AGREED UPON BY OWNER AND CONTRACTOR OR AS OTHERWISE . Z w SANDY LOAM/ DIRECTED BY THE APPROVING AUTHORITIES. O SILT LOAM DESIGN FLOW PROVIDED: 0.74 x 892.5 = 660.5 GPD 10. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE _18 g 36' -17.5 36' DENSE 5/3A1 10YR 5/4 THE LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING F-M F M PROPOSED SEPTIC SYSTEM UPGRADE CONSTRUCTION. SANO SAND 11. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL UNSUITABLE SOILS 2.5Y 5/3 2.5Y /3 1 98 VAN D U Z ER ROAD, C U M MAQ U I D, MA IN THE AREA BENEATH AND ON ALL SIDES OF THE S.A.S. AND REPLACE WITH CLEAN SAND AS SPECIFIED IN 310 CMR 255(3). Prepared f Hld Gramse, P.O. BOX 216, C uid, MA 02637 12. AREAS REQUIRING STRIPOUT OF UNSUITABLE MATERIALS SHALL BE -22'9 40' -21.5 qp' 6.0 132 1 1.7 60" re P or: aroumma a INSPECTED BY HEALTH DEPARTMENT PRIOR TO BACKFILL. 1" WELL INSTALLED TO 40' Np G.W. ABANDONED DUE TO HIGH Engineering by: Surveying by: SCALE DRAWN JOB. NO. 13. CONTRACTOR SHALL COMPLY WITH ALL OSHA REQUIRENTS RELATED TO FOR G.W. MONITORING ENCOUNTERED. PERCHED WATER TABLE EngineeringWorks WARNER SURVEYING NTS P.T.M. 111-08 THE PROPOSED WORK. LUNAR HIGH G.W. OBSERVED 12•West Crofield Rood 22 Long Rood 14. CONTRACTOR SHALL PROVIDE ADEQUATE SHORING OF EXCAVATED AREAS 3/12/08. 6 AM, EL. 12.03 Forestdole, MA 02644 Harwich, MA 02645 DATE CHECKED SHEET NO. TO PREVENT PERSONAL INJURY AND DAMAGE TO ADJACENT STRUCTURES. (508) 477=5313 (508) 432-8309 3/21/08 P.T.M. 2 of 3 i . I i L:• # LEGEND Bamstab�e Har*or Vanduzer Rd -_.__ — _ - _ _ -_..- -_. �, 2U ..._ ..._.. EXISTING CONTOUR S 5129 30" E _ ,O¢'M 7C' c� x 20.1L EXISTING SPOT GRADE N - 64.83: 10� � IJ �`' � �' --1'v>-- PROPOSED CONTOUR LOCUS `IJ a �F.� rZ -1 -. O1 ��, 22•g PROPOSED SPOT GRADE ® °.e°< P°` ,10` �1F' 1ti? ` �' W— EXISTING WATER SERVICE ti ., ,•,oN..•em.�'`a• ,w \ I �. Q 12 U— UNDERGROUND WIRES �— ta1M a°uu e,..r,.,v ° °u■■ivaa. �� G \ x 18.63 o LSCSF `"""�:a WETLAND FLAG .,I�:L � ZO ��.t{j�•.,�^iiurixygiirnnsniiwnu i ��, �. � � WET/V-103 _ o N r ° �,c- a,., ti O ��s WETLAND SYMBOL Z N-- L`" `� DEEP BORING v ; 'EMS R� j OBSERVATION TEST PIT o I� 12' `�� \ �''C_L; °No � `J• \ m Route 6A ' <9, BENCHMARK J f,1 'oo o�� E� \ LOCUS MAP VARIANCE REQUESTS ♦Yv�✓ ' ' • . 1nL - F'4py, 310 CMR 15.405 b i & CONTENTS OF LOCAL UPGRADE APPROVAL o► .. --� _Edge Of•' ' ' " 1 ,, ��, 1) A 3' TO THE MAXIMUM COVER REQUIREMENT, FOR 6' COVER OVER THE SEPTIC TANK. 12. ° Lot 65 _ _ r- — ___� 1iawn ' .+ {P _ �� 2) A 3' TO THE MAXIMUM COVER REQUIREMENT, FOR 6' COVER OVER THE PUMP CHAMBER. 22,276-" S.F. I r ` �? G� 3) A VARIANCE FOR SIEVE ANALYSIS IN LIEU OF PERC TEST. y r 4) A REDUCTION TO THE REQUIREMENT OF A 12" SEPARATION BETWEEN THE INLET & OUTLET _ TANK & PUMP CHAMBER AND HIGH GROUNDWATER. WATERTIGHT C. SEPTIC A K 0.51 f A � \ O SERVICING THE SE �1lGc 4�, r Map" 352 .:� �� •. \ �� ' SLEEVES SHALL BE PRE-INSTALLED ON THE INLETS AND OULETS OF THE SEPTIC TANK AND PUMP CHAMBER AND CLAMPED TO PIPES. I P(�rcel 6 � � 1y LOCAL REGULATION Chapter 360. Article 1 - Setback Requirements �� ( 3� I + 5) A 25' VARIANCE, S.A:S. TO B.V.W., FOR A 75' SETBACK. 6) A 23' VARIANCE, SEPTIC TANK TO B.V.W., FORA 77' SETBACK. 7) A 36' VARIANCE, PUMP CHAMBER TO B.V.W., FOR A 64' SETBACK. Right car. bot. step of �. cn EL. ',21.39 (NGVD) PETER T. J \ c �' �� ;-•, �' o rn ` MCENTEE / a O a g - v IL i t 0 1 IV C W i ; r' 0 1Ln 1 °•� ti �� 09 1�. r LSCSF ' R£G/SZE�� • � � + � � i # �• is ''S a 3' �'��,,,~ 1 �` _ 1� � i 1 '`=►?� � �, 9�F N G��` 1 i EXISTING t + , I ,4 �n HOUSE (#98) �0 :`TOF=21 6 1 X Z ft1 o r M I W O'N ,' t #`(NGVD) t�,,., m L 1 / t 'Sj II D .3J1. Sf. t' ! /` „� r 1. 1 �1 `I ` I ,� WETLAND DELINEATION �3 PROPOSED SEPTIC TANK ' m �� / p r� VACCARO Environmental Consulting N / J/ :GARAGE' ! 3 •� , _ I r P.O. Box 955 ptO { s t 1 � ' } �' I N ■ 1 Sandwich, MA 02563 '1h # ' '' Q'I \v� h +i2 z ao r�� - ' �¢ 3 , _ .. 4, ( PP ) 1 10• /F GRAMSE, HAROLD ��N I' - EXISTING S.A.S': a rox. �"' ' TO- BE ABAN OIN,ED & GRAMSE, ANNA BELLE J ? (508) 888-5855 in J I °' _ P,�Q„r�� ;po, of .; U - Ji I PARCEL ID: 352-01 1 C XM ( 2, M" I FLOOD PLAIN DESIGNATION Lj No �F ,S, �� r" O1 c� F r Y � k ' E . PROPOSED PI MP CHAMBER �Jc�O / ,� Community-Panel r 5„_.• 8 L -• <c✓ " Cornrnunit Panel No. 250001 0001 C �o- TBM— I I 1-1, r� ;� _u � I 17 _}z y�l= Map Revised: AUCUST 19, 1985 C9dw Left car. conc. ,apron 1+�_~� J rz h ° f / Zones AS(EL 12) & C �0 EL.=19.25 (NGVD) sq �� 23r WORK�LIMI I - SILT FENCE Z ao 0 J 1 *r �..o AN REVISION '13� f, �G�� , 'i , — l TP-1� EXISTING SEPTIC TANK ' O { 4# 1. CHANGE TO PRESSURE DISTRIBUTION SYSTEM. Stone Drive txlej 1`a� '� S r "TO BE REMOVED 1 � 1 I�ati 2. ADD SHEET 4 - LIMITED STRIPOUT DETAIL 7 , �� / _ _ ;; II��PECTION s'_-r ,:::. 1 PROPOSED SEPTIC SYSTEM UPGRADE °PROVIDE CLEANOUT � a �:� '��"•''PORT (TYP.) �--1;III�'�;r / AT END OF00 ACH 1 � i'' / ,/ /LATERAL w�H-2o � I`,�.�' _ �: ..1' 98 VANDUZER ROAD CUMMAQUID, MA TP-2 / TB2 �O� FRAME & OVEj — _ '' o�/ 'I, `oQQ 65 4" ^1`- STRIPOUTI TO SAND +' Prepared for: Harold Gramse, P.O. Box 216, Cummaquid, MA 02637 16' T , 1�11 Engineering by: SCALE DRAWN JOB. N0. APPROX. 3 FT. DEPTH / + j5p'00"'„ W VENT 1 1� cu I Engineering Works WARNER SURVEYING 1"=20' P.T.M. 111-08 / N 63'03'35 AND ZER 12 West Crossfield Road 22 Long Road ,/ N/F KOOP1v1AN, �'ARKER ROA f DATE CHECKED SHEET N0. '�- �/ 97 VANDUZER -R•AD 11. •'" Forestdole, MA 02644 Harwich, MA 02645 t �.• to 50a 432-8309 3/21/08 P.T.M. 1 of 4 O 508 477-5313 ( ) • / PARCEL ID: 352 Q �• . Y t� PROPOSED SEPTIC TANK & PUMP CHAMBE SECURE 1.25" PRESSURE LATERAL PIPE TO TOP OF CHAMBERS USING ALL-WEATHER NOTE: TO PREVENT BREAKOUT, THE PROPOSED CELLAR FLOOR FINISH GRADE SHALL NOT BE < EL:16.95 PROVIDE RISERS WITH METAL FRAMES & COVERS PLASTIC ZIP-TIES. LOOP TIES THROUGH PRE-CUT HOLES IN UNITS AND AROUND FOR A DISTANCE OF 15' AROUND THE EL.=14.25 OVER EACH ACCESS MANHOLE AND SET TO FINISH PIPES, SECURING FIRMLY WITH HOLES DIRECTED UPWARD AND SET AT 10 O'CLOCK PERIMETER OF THE S.A.S. T.O.F.=20.67t GRADE, MANHOLES BROUGHT TO GRADE SHALL BE AND 2 O'CLOCK, ALTERNATING. (SEE SHEET 3 - HOLE LAYOUT) PROPOSED S.A.S. SECURED TO PREVENT UNAUTHORIZED ACCESS, TAPE 6' PIECE OF REBAR OVER OUTLET RISERS SHALL BE STANDARD MANHOLES WITH CENTERLINE OF CHAMBER AT END F.G. EL: 18. UNDER DRIVEWAY 4 FT. I.D. AND HAVE PR-INSTALLED STEPS FOR ACCESS. OF EACH ROW F.G. EL: 18.0 ELSEWHERE )LS EXISTING F.G. EL.=19.5(MAX.) F.G. EL.=18.9(MAX.) INSPECTION PORT // ¢ PROVIDE CLEANOUT WITH '• .250LAT2RA1CLOCK HOLES (1 PORT PER Row) m SCREW CAP AT END OF PROVIDE PROTECTIVE � EACH LATERAL. SET H-20 SEWER CONNECTION COVER SET GRADE FRAME & COVER (6"DIAM.) AT EXISTING INLETt 3" GATE VALVE AND GATE 3" MANIFOLD TO FINISH GRADE. L - 9' BOX TO FINISH GRADE S=1% (MIN.) 'TOP EL=13 50 L - 4 PROVIDE ONE SYSTEM AIR 4"SCH40 PVC S=1% (MIN.) 'TOP EL.=12.85` f I VENT TO BE HOUSED INSIDE 4'SCH40 PVC F. s" 5 ROWS OF 6 AT 6.25' UNIT + 0,5' INSERT= 38.0, IRRIGATION -BOX, OUTSIDE 3" IRE 10 is .. 10' ALARM ON 3" SCH40 PVC FORCE MAIN INV.=16.57 / DRIVEWAY AND SET TO FINISH T�X's ARE TO BE _ INV.=11.65 PUMP ON SOIL ABSORPTION SYSTEM (PROFILE) GRADE. 4 SCH 40 PVC 1.25" SCH40 PVC PIPE EFFLUENT1 PUMP OFF SEALED BOOT INV.=11.90 FILTER INV.=11.60 ESTABLISH VEGETATIVE COVER CONNECTING LATERALS SEALED BOOT ZABEL OR EQUAL)'': SEALED FpR 2ndL�OMPARTMENNS T 22 TO VENT. BOOTS •' BACKFILL WITH CLEAN NATIVE OR g BOTT. EL.=7.15 gOTT. EL.=6.85 PERC SANG TO TOP OF CHAMBERS EFFLUENT FILTER SHALL BE INSTALLED ON OUTLET CONCRETE PAD 12"-14" THICK TO ALLOW 22° BREAKOUT=TOP OF STORAGE UNDER "PUMP-OFF" SETTING TEE AS MANUFACTURED BY ZABEL OR EQUAL. FILTER TOP ELEV.-16.95 SHALL BE INSPECTED AND CLEANED ANNUALLY. INV. ELEV.=16.57 PROPOSED SEPTIC TANK (See Pump Detail, Sheet 3 of 3) BOTTOM ELEV.=16.03 III®IIIII um®u NOTES: PROPOSED PUMP CHAMBER 2 8' 1) SEPTIC TANK AND PUMP CHAMBER SHALL BE SET LEVEL AND 4' MIN. ABOVE BOTTOM OF EFFECTIVE WIDTH=14.0' TRUE TO GRADE ON A MECHANICALLY COMPACTED SIX INCH T.P. EXCAVATION OR G.W. EXISTING SUITABLE CRUSHED STONE BASE, AS SPECIFIED IN 310 CMR 15.221(2). HIGH G.W., EL=12.03 MATERIAL 2) INSTALL INLET & OUTLET TEES AS REQUIRED. 5 ROWS OF 6 - 11" (H-20) ADS BIODIFFUSER UNITS 3) MAX. COVER OVER SEPTIC TANK AND PUMP CHAMBER SHALL BE 72". SEPTIC SYSTEM PROFILE WITH NO SEPARATION BETWEEN EACH ROW & NO STONE 4) CONTRACTOR SHALL VERIFY ALL EXISTING PIPE INVERTS PRIOR TYPICAL SECTION TO CONSTRUCTION. N.T.S. GENERAL NOTES: DESIGN CRITERIA 1, ALL CHANGES TO-THIS PLAN MUST BE APPROVED BY THE LOCAL SOIL LOG NUMBER OF BEDROOMS: 6 BEDROOMS BOARD OF HEALTH AND THE DESIGN ENGINEER. SOIL TEXTURAL CLASS: CLASS I 2. ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS DESIGN PERCOLATION RATE: <5 MIN./INCH (SIEVE ANALYSIS OF THE STATE ENVIRONMENTAL CODE, TITLE V, AND ANY APPLICABLE LOCAL RULES AND REGULATIONS EXCEPT AS NOT O SHEET 1. DATE: MARCH 7, 2008 (REF.# '12,107), SOIL' EVA;UATOR: PETER MCENTEE PE, SE DAILY FLOW: 660 G.P.D. NOTED N 3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE ED ON PRIOR WITNESS: DONNA MIORANDI IRS, DRILLER: DESMOND WELL DRILLING DESIGN FLOW: 660 G.P.U. TO INSPECTION AND APPROVAL BY THE BOARD OF HEALTH AND THE GARBAGE GRINDER: NO Elev. DESIGN ENGINEER. . TB Depth Elev, TB2 Depth Elev. TP- 1 Depth Elev. TP-Z pepth. _p_ _� LEACHING AREA REQUIRED: (660) = 391.9 S:F, 4. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING 17.1 0" 18.5 0" 17.0 0 17.7 A O 74 FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN ENGINEER BEFORE CONSTRUCTION CONTINUES. FILL SANDY LOAM PROPOSED PUMP CHAMBER: 1500 GALLON 5. ALL ELEVATIONS BASED ON NGVD. CONSISTING 10YR 4/2 PROPOSED SEPTIC TANK: 1500 GALLON 6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF OF TOPSOIL USE 5 ROWS OF 6 - 1 1" �H-2� ADS BIODIFFUSER UNITS PLUS 1-6" THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF 12.03 HIGH J a & SAND HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION. G,W, ¢ � 14.0 36,. 15.4 B2 28" SPACER W/ NO STONE FOR AN SAS WITH DIMENSIONS 14.0' x 38.0' 7. WATER SUPPLY PROVIDED BY TOWN WATER SERVICE. Ld a 5 z ` 15.2 PERCHED - 30" SIDEWALL AREA: NOT APPLICABLE 8. THERE ARE NO PRIVATE WELLS WITHIN 15U' OF THE PROPOSED S.A.S. a v Li - BOTTOM AREA: (GENERAL USE APPROVAL FOR 4.7 SF/LF OF BIODIFFUSER) t- D U 9. ALL AREAS CLEARED FOR CONSTRUCTION SHALL BE RESTORED AS Z) z FINE 5 ROWS x 38' x 4.7 SF/LF = 893.0 SF AGREED UPON BY OWNER AND CONTRACTOR OR AS OTHERWISE SANDY LOAM/ DIRECTED BY THE APPROVING AUTHORITIES. � o SILT LOAM DESIGN FLOW PROVIDED: U.74 x 893.0 = 660.8 GPD 10. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE -18.9 36' -17.5 36' DENSE 5Y 5/3A1 lOYR 5/4 THE LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING F-M F-M PROPOSED SEPTIC SYSTEM UPGRADE CONSTRUCTION. SAND SAND 11. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL UNSUITABLE SOILS 2.5Y 5/3 2.5Y 5/3 98 VAN D U Z ER ROAD, C U M MAQ U I D, MA IN THE AREA BENEATH AND ON ALL SIDES OF THE S.A.S. AND REPLACE WITH CLEAN SAND AS SPECIFIED IN 310 CMR 255(3). -22.9 40' -21.5 40' 6.0 1 1132" 11.7 60" Prepared for: Harold Gramse, P.O. BOX 216, Cummaquid, MA 02637 12. AREAS REQUIRING STRIPOUT OF UNSUITABLE MATERIALS SHALL BE NO G.W. ABANDONED DUE TO HIGH Engineering by: Surveying by: SCALE DRAWN JOB. NO. INSPECTED BY HEALTH DEPARTMENT PRIOR TO BACKFILL. 1" WELL INSTALLED TO 40' ENCOUNTERED PERCHED WATER TABLE 13. CONTRACTOR SHALL COMPLY WITH ALL OSHA REQUIRENTS RELATED TO FOR G.W. MONITORING Engineering Works WARNER SURVEYING NTS P.T.M. 111-08 THE PROPOSED WORK. LUNAR HIGH G.W. OBSERVED 12 West Crossfield Road 22 Long Road DATE 14. CONTRACTOR SHALL PROVIDE ADEQUATE SHORING OF EXCAVATED AREAS 3/12/08, 6 AM, EL, 12.03 Forestdole, MA 02644 Harwich, MA 02645 CHECKED SHEET N0. TO PREVENT PERSONAL INJURY AND DAMAGE TO ADJACENT STRUCTURES. (508) 477-5313 (508) 432-8309 3�21�08 P.T.M. 2 of 4 i 1; Irk A� NEMA 4 JUNCTION BOX CORROSION RESISTANT 'r 11'-6" -' SPECIFICATIONS: & LIQUID-TIGHT CABLE CONNECTORS SUPPORTED CONCRETE STRENGTH: 5000 PSI AT 28 DAYS PROVIDE WATERTIGHT CONCRETE RISER BY 1-1/4" PVC CONDUIT. JOINTS TO BE MADE STEEL REINFORCEMENT: A-615-68, GRADE 60 WITH SECURED COVER TO GRADE WATERTIGHT. USE SJE RHOMBUS-JB PLUGGER DESIGN LOADING: AASHO-H-20 OR EQUAL. 8 I 8 ---. NOTES: INSTALL 1' PVC CONDUIT TO HOUSE FOR WIRING -- i I-- I++ , 1. PROVIDE POLYMER, WATERPROOF COATING, HOISTING CABLE 7x19 STAINLESS STEEL WITH WATERTIGHT JOINTS. WIRE HIGH WATER ALARM 2. SEPTIC TANK SHALL BE WATERTIGHT. `O ' FLOAT TO SJE RHOMBUS TANK ALERT XT ALARM PANAL 1/8" DIAMETER. / 1,760 LB. STRENGTH. 0 3. WATERTIGHT SLEEVES, 4" INLET/2"OUTLET, SHALL BE ON CIRCUIT SEPARATE FROM CIRCUIT TO THE PUMP. PRE-INSTALLED WITH ABILITY TO CLAMP AROUND PIPE INV.(IN)=11.60 3" GATE VALVE (FIELD ADJUST FOR 50 GPM RATE) DURING INSTALLATION. 3" SCH 40 FORCE MAIN TO DISTRIBUTION SYSTEM 4. SEPTIC TANK SHOWN IS AS MANUFACTURED BY ACME PRECAST CO., INC., 520 THOMAS B LANDERS RD, ALARM ON EL: 10.52 3" 90' ELBOW W/ 1/4" WEEP HOLE A(-� HATCHVILLE, MA 02536 PUMP ON EL: 9.60 FOR SELF-DRAINING FORCE MAIN SLEEVE aA")(2" FORRPCGHT OUTLET) 4I 3/16" VENT HOLE (MIN.) ABOVE PUMP FLANGE PLAN OFF EL: 9.18 31 27" BOTTOM OF 3" SWING CHECK VALVE PUMP CHAMBER 22 2" TO 3" SCH. 40 PVC REDUCER (FOR 3" FORCE MAIN) ELEV.= 6.85 2" SCH. 40 PVC DICHARGE PIPE 0 PROVIDE 2 FLOATS: SET PUMP ON BLOCK . 0 FLOAT NOA: PUMP ON/OFF-ABS FLOAT PROVIDED WITH PUMP LIBERTY PUMP .5 H.P.; 115 V WITH 2" DISCHARGE (a Ln FLOAT NO.2: ALARM ACTIVATION FLOAT-PROVIDED WITH ALARM PANAL 48" Liquid Level • MILLER MODEL N0. 2WT0511SL - OR EQUAL � ALL PIPING, PUMP & ACCESSORIES; FLOATS, ALARM PANEL, PROTECTIVE COVERS OVER CLEANOUTS, AIR VENT AND INSPECTION PORTS SHALL BE PROVIDED AS A KIT SUPPLIED BY "MILLER ENVIRONMENTAL, INC, P.O. BOX 334, 608 SPRING STREET, 5' EAST BRIDGEWATER, MA, 02333, (508) 378-3800. PUMP DETAIL SECTION B-B H-20 RATED SECTION A-A N.T.S. SPECIFIED WEIGHT=22,725 LBS. 1500 GALLON MONOLITHIC SEPTIC TANK & PUMP CHAMBER �..-- 75" -'1 BUOYANCY CALCULATIONS NOTE: SEPTIC TANK AND PUMP CHAMBER ARE THE SAME PRECAST UNIT. CALCULATIONS ARE BASED ON THE-PUMP CHAMBER (LOWER UNIT). SYSTEM LENGTH/LATERAL LENGTH 38' H-20 SEPTIC TANK & PUMP CHAMBER 2' LATERAL LENGTH LATERAL 32' BOTTOM OF UNIT EL.= 6,85 CLEANOUT _ HIGH GROUNDWATER EL.=12.03'(LUNAR HIGH') (T1'P) 0 0 0 0 0 o O 76' BUOYANCY FORCE PER FOOT OF DEPTH: 0 MANIFOLD PROFILE 11.5' x 6.0' x 1' x 62.4 lbs./cu.ft. = 4305.6 lbs. 2 MAX. DISPLACEMENT = 12,03 _ 6,85 = 5.18' MAX. UPLIFT PRESSURE = 5.18� X 4305.6 Ibs/ft = 22,303.0 lbs. Xk WEIGHT OF UNIT EMPTY = 22,725 lbs. 9 HOLES PER LATERAL x 5 = 45 HOLES ORIFICE DIAM.=0.25" 11" WEIGHT OF 12" FILL OVER TANK: SPACING = 4' 6.4" TOP = 11.5' x 6.0' x 6.0' X 11OIbs,/cf = 45,540 Ibs, DISTAL IN-LINE PRESSURE=4' TOTAL COMBINED WEIGHT =•22,725 lbs. + 25,540 lbs. = 68,265 lbs. MANIFOLD: DIAMETER = 3", LENGTH = 11.2' (12') FORCE MAIN: DIAMETER = 3", LENGTH = 10' I-de 34 68,265 lbs > 22,303 Ibs O.K.j STATIC HEAD = (ORIFICE EL:=16:67) - (PUMP OFF EL.=9.18) = 7.49' (SAY 8') SECTION END CAP DOSING & STORAGE REQUIREMENTS HOLE LAYOUT 11" STANDARD (H-20) BIODIFFUSER UNIT DESIGN FLOW: 660 GPD, DOSING REQUIRED: 144 GAL PER DOSE (CALCULATED) PROPOSED SEPTIC SYSTEM UPGRADE MODEL 11" STD. FOR 5.5,DOSES PER DAY LENGTH 76" NOTE: UNIT CONFIGURATION AND AVAILABILITY SUBJECT DISTANCE REQUIRED BETWEEN' PUMP 98 VANDUZER ROAD, CUMMAQUID, MA EFFECTIVE LENGTH 75" TO CHANGE WITHOUT NOTICE. PRODUCT DETAIL MAY ON AND PUMP OFF FLOATS: DIFFER SLIGHTLY FROM ACTUAL PRODUCT APPEARANCE. 144 GAL/CYCLE --1-- 375 GAL/FT = 0.38 FT/CYCLE (SAY 5") Prepared for: Harold Gramse, P.O. BOX 216, Cummaquid, MA 02637 SIDE WALL HEIGHT 6.4" OVERALL HEIGHT 11" STORAGE REQUIRED ABOVE WORKING LEVEL: 660 GALLONS Engineering by: Surveying by: SCALE DRAWN JOB. NO: OVERALL WIDTH 11 4640 TRUEMAN BLVD STORAGE PROVIDED: EngineeringWork4 WARNER SURVEYING NTS P.T.M. 11 1-08 HILLIARD, OHIO 43026 INV.(IN) EL: 11.60 - PUMP ION EL: 9.60 = 2.0' 12 West Crossfield 02644 H Road H Long Road arwich, MA 02645 DATE Forestdale, MA CHECKED SHEET N0. CAPACITY (6&8 GAL) ADVANCED DRAINAGE SYSTEMS, INC. ® STORAGE PROVIDED = 2.0' X 375 GAL/FT = 750.0 GALLONS (508) 477-5313 (508) 432-8309 3/21/08 P.T.M. 3 Of 4 F.G. EL.=18.5t (SEE SHEET 2) TOP S.A.S., EL.=16.95-- BOTTOM S.A.S.,EL.=16.03-- 5' EFFECTIVE LENGTH-38.0' STRIPOUT BOUNDARY PERC SAND PER 310 CMR 255(3) 48' -= SLOPE TOWARD NO<_E; ------------------------------ -- EL.=11.0(MIN.) A 24"(MIN.) LAYER OF DOUBLE WASHED PEASTONE — —♦ — — — — — — — — — — I ` H -- - DOUBLE WASHED 1-1/2" STONE — OVER NATIVE SAND EXCAVATE ONE DEEP HOLE 4' x 4' MINIMUM AREA N p I Z z' B FROM EL.=12.0(MIN.) TO NATIVE SAND (EL.-18.9t) B — — — — — — ._ — — �5 1 O EL.=-18.9t(MIN.)-- NATIVE CLASS 1 SAND (M I N.) �` ♦/ . SECTION B-B -- _ - - - - - - - - - - A DEEP F.& EL.=18.5f (SEE SHEET 2) STRIP 0 U T HOLE BOUNDARY - S.A.S. PLAN VIEW TOP S.A.S., EL.=16.95 - BOTT. S.A.S.,EL.=16.03 -:=`_---- 5, EFFECTIVE WIDTH=14.0'.. PERC SAND PER 310 CMR 255(3) i EL.=12.0(MIN.) — SLOPE.TOWARD HOLE EL.=11.0(MIN.) -------------- — DOUBLE WASHED PEASTONE -H DOUBLE WASHED 1-1/2 STONE, PROPOSED SEPTIC SYSTEM UPGRADE 98 VANDUZER ROAD, CUMMAQUID, MA Prepared for: Harold Gramse, P.O. Box 216, Cummaquid, MA 02637 EL.=-18.9t(MIN.) ----------- ,—� Surveying by: SCALE DRAWN JOB. NO. Engineering by: NATIVE CLASS 1 SAND (MIN.) Engineer9ngWorb WARNER SURVEYING NTS P.T.M. 111-08 LIMITED STR i P O UT DETAIL Fo 0 West Crossfie SHEET N0. Road 22 Long Rood DATE SECTION A-A Forestdole, MA 2644 Harwich, MA 02645 CHECKED (508) 477-5313 (508) 432-8309 3/21/08 P.T.M. 4 of 4 1