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HomeMy WebLinkAboutCorrespondence - 20 ROCKY BROOK ROAD 7/30/1999 SEPTIC PLAN SUBMITTAL FORM LOCATION: 2 NEW PLANS: YES $125.00/P1an U1--- , REVISED PLANS: $ 60.00/Plan SITE EVALUATION FORMS INCLUDED: YES DATE: 0� DESIGN ENGINEER: �O DATE TO CONSULTANT: *If you want your plans expedited, please submit three plans and included a stamped envelope with the correct amount of postage to mail plans to Port. Engineering. When the submission is all in place, route to the Health Secretary. , SEPTIC PLAN SUBMITTAL FORM LOCATION. NEW PLANS: YES $125.00/Plan REVISED PLANS: YES $ 60.00/Plan SITE EVALUATION FORMS INCLUDED: YES NO DATE: � 2z, 5 DESIGN ENGINEER: �� ✓ �U /�v S DATE TO CONSULTANT: *If you want your plans expedited, please submit three plans and included a stamped envelope with the correct amount of postage to mail plans to Port. Engineering. ID, When the submission is all in place, route to the Health Secretary. ct, SEPTIC PLAN SUBMITTAL FORM LOCATION: r 7— c,?, Y1# ° ) C� NEW PLANS: YES $125.00/Plan REVISED PLANS: YES $ 60.00/Plan SITE EVALUATION FORMS INCLUDED: YES NO DATE: / DESIGN ENGINEER: '�e�''e DATE TO CONSULTANT: y l *If you want your plans expedited, please submit four plans and included a stamped envelope with the correct amount of postage to mail plans to Port Engineering. When the submission is all in place, route to the Health Secretary. SEPTIC LAN SUB I TAI, FORM LOCATION:—L� 1�2 " d NEW PLANS: YES $125.00/Plan REVISED PLANS: < $ 60.00/Plan SITE EVALUATION FORMS INCLUDED: YES NO. DATE: 6 DESIGN ENGINEER: �0 DATE TO CONSULTANT: -"0 When the submission is all in place, route to the Health Secretary. Town of North Andover, Massachusetts F°'"' w a „°oTN9 BOARD OF HEALTH °� A DESIGN APPROVAL FOR ssgcaU SOIL ABSORPTION SEWAGE DISPOSAL SYSTEM Applicant a a" Test No. Site Location Reference Plans and Specs. ENGINEER DESIGN DA E Permission is granted for an individual soil absorption sewage;disposal system to be installed in accordance with regulations of Board of Health. A CHAIRMAN,BOARD OF HEALTH Fee Site System Permit No. / )C(j I APPLICATION FOR DISPOSAL WOR.I(S CONSTRUCTION PERNHT DATE; FMS, CIJTRRENT INSTALLER'S LICENSE /:.1 LOCATION: LICENSED INSTALLER; :° TELEPHONE SIGNATURE: CHECK ONE: REPAIR: NEW CONSTRUCTION: .. � IF NEW CONSTUCTION, PLEASE ATTACH FOUNDATION AS-BUILT. Administrative Use Only 575.00 Fee Attached? Yes ... No Foundation As-Built? Yes No Floor Plans? "Yes No Approval r �., , . ..... ...._ Date: o , y M w C z d w O P, 0 w V) t!7 Q w >% O LX i V) uj ce d C4 0 0 z 0 ° e 4 x v Nov-15-99 08:41A Paul D. Tur-bide, PP/PLS 5()B-465-0313 P .02 November 15, 1999 Sandra Starr North Andover Board of Health Administrator Office of Community Development and Services 30 School St. North Andover, MA 01845 RE: Title V fourth review for Lot 24a Rocky Brook Road Dear Sandra, Enclosed find the "Checklist for North Andover Septic System Plans" for the fourth review of the above-mentioned site. I find that this revision adequately addresses my previous concerns. As a minor note, the invert table in the upper right corner of page 2 shows the garage floor as having elevation 142_ The plan view on page 1 shows the garage floor and grading of the driveway to be for elevation 139.5'. This does not affect the system design, but I bring it to the attention of the owner. If you have any questions or comments please feel free to contact me. Sincerely y ,� Carlton A. Brown, PE/PLS Rockybrooklot24a4.doe PORT ENGINEERING Civil Engineers X Lund Surveyors One Harris Street Newhuryport,MA 01950 (978)465-8594 1--26-99 09: 17A Paul D. Turbide, PE/PLS 508-465-0313 P.92 October 26, 1999 Sandra Starr North Andover Board of Health Administrator Office of Community Development and Services 30 School St. North Andover, MA 01845 RE: Title V third review for Lot 24a Rocky Brook Road Dear Sandra, Enclosed find the "Checklist for North Andover Septic System Plans" for the second review of the above-mentioned site. The following is a list of all the `Problem' areas and deficiencies Port Engineering has found. u The leaching bed should be raised by 0.7'. In the upper right box of sheet 2 is the design showing that the bottom of the field is to be 4' above ESHW. The existing grade for the high end of the system is given as 142.2' (a reasonable elevation). Next is stated that groundwater is 32" below the ground (GW a 32) and the design elevation of ESHW is given as 139.0'_ This is in error as 142.2' minus 32" is 139.5'. Also, it appears that Test Pit 96-3 should be used to determine ESHW, and ESHW was observed to be 30" down, not 32" down. This would mean that ESHW probably should be 139.7'. The bottom of trenches should be 4' above this, or elevation 143.7'. The plans show this bottom elevation as 143'. Thus the system should be raised 0.7'. (Note that this would require the retaining walls to be made higher, and that the slope encroachment on the southerly side would be more.) u The proposed fill for the south side of the leaching bed is encroaching onto abutting land shown on the plan as being owned by"No And Rlty Tr". The encroachment is minimal and the abutting land is also presently owned by the owner of Lot 24a and thus perhaps this slight filling over the line could be allowed. Other alternatives would be to create a slope-fill easement or to continue the retaining wall around this lot line to contain the fill. o The northerly retaining wall is shown to have a top elevation of 145.0'. 250 CMR 15.255(2)(f) requires that the top of wall be the same elevation as the"breakout" elevation which for the design shown would be about elevation 146' If you have any questions or comments please feel free to contact me. Ark Will Mill on FURT Sincerely ENGINEERINGCarlton A. Brown, PE/PLS Rockybrooklot24a3.doe Civil Engineers& Land Surveyors One Harris Street Newburyport,_NIA 01950 {9 W465.8594 Sep-24-99 02 :49P Paul D. Tui-bide, PE/PLS 508-465-0313 P .02 September 24, 1999 Sandra Starr North Andover Board of Health Administrator Office of Community Development and Services 30 School St. North Andover, MA 01845 RE: Title V second review for Lot 24a Rocky Brook Road Dear Sandra, Enclosed find the "Checklist for North Andover Septic System Plans" for the second review of the above-mentioned site. The following is a list of all the `Problem' areas and deficiencies Port Engineering has found. I u The proposed fill for the south side of the leaching bed is encroaching onto abutting i land shown on the plan as being owned by "No And Rlty Tr". It appears that the retaining wall must also run along this lot line. u The retaining wail design is not shown directly on the plans, however the plans do state: "Ret wall: See Neve Plan". A one page design(on 8 '/z"by 11" paper)was included that was stamped and signed by Charles Quigley III, PE. It is not clear to me whether a Professional Engineer as required in the regulations has designed the specific retaining wall shown on the design. The Quigley design was apparently prepared for TKO Development Inc. which is neither the applicant (Flintlock Inc) nor the design engineer(Steve Durso). Thus it appears that the one page retaining wall design may have been for another site and was just xeroxed and included in this filing. This is further supported by the plan stating that the retaining wall design is shown on a plan prepared by Neve. ❑ There are actually two retaining walls required for this design: one is a 2 to 3 foot high retaining wall on the east side of the system by land of Whitmyer. The other is a 12-foot high retaining wall by the proposed driveway. The one page retaining wall design specifically states that the retaining wall design is only for a maximum of 2 feet high. Thus the design is inadequate for the conditions shown on the plan. ❑ The length of the proposed retaining walls is not shown on the plan. As a general comment, the proposed foundation sill is at elevation 150, while the garage floor is proposed at elevation 135. Thus there is a 15 foot difference between the two. soma It is unknown whether the homeowner will want to have a garage that is 15' high,but SPER 1[ URT he or she should be aware that this is what is proposed. ENGINEERINGIf you have any questions or comments please feel free to contact me. Civil Engineers& Sincerely ✓'/rte. Land Surveyors One Harris street Carlton A. Brown, PE/PLS Newburypurt,MA Rockybrooklot24a2.doc 01950 (978)465-8594 I Town of orb Andover TH o OFFICE OF �? 5°` e'a ° COMMUNITY EVEL P ENT AND SERVICES - p 27 Charles Street ^opq North Andover, Massachusetts 01845 WILLIAM J. SCOTT SSgCH Director (978)688-9531 Fax(978)688-9542 August 11, 1999 Steven D'Urso 22 Lilly Pond Road Boxford, MA 01921 RE: Lot 24A Rocky Brook Road Dear 1\/Ir. D'Urso: This letter is to inform you that the proposed septic plan for Lot 24A Rocky Brook Road, North Andover has been disapproved for the following reasons: 1. Septic tank missing manhole to within 6" of final grade. (310 CMR 15.228(2)) 2. Septic tank and d-box missing six-inch stone base. (310 CMR 15.221(2)). 3. Septic tank tees do not extend 6" above the flow line. (310 CMR 15.227(1)). 4. Septic tank inlet tee does not extend minimum of 10" below flow line. (310 CMR 15.227(6)). 5. Septic tank outlet tank does not extend minimum of 14" below flow line. (310 CMR 15.227(6)). 6. Soil tests were performed more than two years ago. (NA 7.05) 7. Street number, map and lot number missing from plan. (310 CMR 220(4)(u)). 8. Names of abutters missing. (NA 8.02j) 9. Distances from system components to property line missing. (NA 8.03b) 10. Toe of fill slope must stop 5' from the property line or a swale must be installed. (310 CMR 15.255(2)). 11. Leach area less than 4' above ESHW adjusted for high point of existing grade. (310 CMR 15.212). Highest elevation 144.2'. ESHW 30" down. Thus elevation of bottom of leach area should be 1457. Please do not hesitate to call the Health Department at 978-688-9540 if you have any questions. Sincerely, Z� Sandra Starr,R.S. Health Administrator Cc: D. Kindred File BOA. OF APPEALS 688-9541 BUILDING 688-9545 CONSERVATION 688-9530 HEALTH 638-9540 PLANNING 688-9535 Aug-11-99 10:04A Paul D. Turbide, PE/PLS 508-465-0323 P.02 August 11, 1999 j Sandra Starr North Andover Board of Health Administrator Office of Community Development and Services 30 School St. North Andover, MA 01545 RE: Title V review for Lot 29a Rocky Brook Road Dear Sandra, Enclosed find the "Checklist for North Andover Septic System Plans" for the above- mentioned site. The following is a list of all the `Problem' areas and deficiencies Port Engineering has found. • The septic tank must have a manhole brought to within 6" of the final grade 310 CMR 225(2) • A six inch stone base must be placed under the septic tank 310 CMR 221(2) • A six-inch stone base must be placed under the dbox. 310 CMR 221(2) • The septic tank tees must extend 6" above the flow line. 310 CMR 227(1) • The septic tank inlet tee must extend a minimum of 10" below the flow tine 310 CMR 227(6) • The septic tank outlet tee must extend a minimum of 14" below the Flow line. 310 CMR 227(6) • Deep test pits were performed more than two years ago. NA 7.05 ❑ Street number and map and lot number must be on the plan. 310 CMR 220(4)(u) ® Names of abutters must be on plan. NA 8.02j ® Distances from septic tank, leaching and reserve areas must be shown to the property line. NA 5.03(b) ® Toe of the fill slope must stop 5' from the property line or a swale must be installed. 310 CMR 255(2) ® The leaching bed is not four feet above ESHW adjusted for high point of the existing grade over the bed. The elevation of the high point of the existing grade under the proposed leaching bed is about 144.2'. ESHW is 30" down. Thus elevation of ESHW at the high point is about 141.7', Bottom of the leaching bed must be four feet above ESHW or elevation 145.7'. The proposed design has a bottom of bed elevation of 142', which would only be a 0,3' separation. Thus it 0 appears that the leaching bed must be raised by 37. NGONEEGiNGIf you have any questions or comments please feel free to contact me. Sincerely Civil Engineers& Land Surveyors Carlton A. Brown, PE/PLS One Harris Street Rockybrgoklot24a.doc Newburyport,MA 01950 (978)465-8594 . /41 �� Town of North Andover a AORTH OFFICE OF 3�o t,,`.o "•�°L COMMUNITY E LOP ENT AND SERVICES 146 Main Street z - North Andover, Massachusetts 01845 WILLIAM J. SCOTT SSACHustit Director January 7, 1997 Steve D'Urso 22 Lilly Pond Road Boxford, NIA 01921 Re: Lot 24A Rocky Brook Road Dear Steve: This is to inform you that the proposed plans for the site referenced above have been disapproved for the following reasons: 1. Foundation drain missing. (N.A. 6.02V) 2. Gas Baffle/Deflector required on tank outlet. (3 10 CNIR 15.224) 3. Statement: First 2 feet of pipe from D-Box to be level. (3 10 CNIR 15.232(c)) 4. Final Grade over SAS doesn't show 2% slope for drainage. (3 10 CNIR 15.240(10,11)) 5. Note: Excavation of top & subsoil must extend 6 inches into parent material. (N.A. 2.18) 6. Note#3 concerning fill should be updated to reflect 310 CNIR 15.255. If you have any questions, please do not hesitate to call the Board of Health Office at the number below. Sincerely, Sandra Starr, R.S., Health Administrator SS/cjp BOARD OF APPEALS 683-9541 BUILDING 688-9545 CONSERVATION 688-9330 HEALTH 688-9540 PLANNING 688-9535 NORTH ANDOVER BOARD OF HEALTH DESIGN REVIEW REPORT FEE: PERMIT # DATE RECEIVED APPLICANT_22-/X�/`­"/"­". M,/e--, MAP PARCEL_ ADDRESS;­L '�/07 f,3 LOT STREET # ENG. r ���. ENG. ADDRESS PLAN DATE `46 REV. DATE CONDITIONS OF APPROVAL APPROVED DISAPPROVED REASONS FOR DISAPPROVAL: 7-11��e 4-f5 '73 Cp /9 1z �pzvu/ 7-0 je A_ 17 -lz SEPTIC PLAN SUBMITTALS LOCATION: NEW PLANS: YES $60.00/Plan REVISED PLANS: YES $25.00/Plan DATE: ;71 & 1 0, U, ENGINEER: L, When the submission is all in place, route to the Health Secretary Town of North Andover,Massachusetts Form No.2 N°RTN ` BOARD OF HEALTH A ;'b+,,.••'F* DESIGN APPROVAL FOR °SE`s _ SOIL ABSORPTION SEWAGE!DISPOSAL SYSTEM Applicant— Test No. Site Location �LT caZ C �� ,Q Reference Plans and Specs. , ENGINEER DESIGN DATE Permission is granted for an individual soil absorption sewage disposal system to be installed in accordance with regulations of Board of Health. CHAIRMAN,BOARD OF HEALTH Fee Site System Permit No.